|
NOTES:
<br />1. ALL MONUMENTS FOUND IN GOOD CONDITION AND
<br />WITHIN 0.2' OF THE SURFACE OF THE GROUND UNLESS
<br />OTHERWISE NOTED.
<br />2. ALL MONUMENTS SET FLUSH WITH GROUND UNLESS
<br />OTHERWISE NOTED.
<br />TS ` 179.97' 'S JRJ
<br />26.21' (180.08') #16 (1
<br />24.88'
<br />(25.00') #16
<br />GENESIS
<br />V. 45, P. 163
<br />RECORD OF SURVEY
<br />FOR HSF DEVELOPMENT LLC
<br />IN THE SW 1/4 SEC. 13, SE 1/4 SEC. 14, NE 1/4 SEC. 23
<br />NW 1/4 SEC. 24, T. 8 S., R. 3 W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />- B
<br />NPS �
<br />P P�l1�\ PRCE'-
<br />2002. SV OtNty
<br />vN
<br />30.21'-6 p 139.83'-'P N 226.85'
<br />1.01') #16 139.75') #17O
<br />{3.44 CH} #3
<br />53.73' -1
<br />(53.90') #17
<br />LEGEND
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />W/YPC = WITH YELLOW PLASTIC CAP
<br />W/ALU = WITH ALUMINUM CAP
<br />CH = CHAINS
<br />IP = IRON PIPE
<br />IR = IRON ROD
<br />P. = PAGE
<br />P.P. = PARTITION PLAT
<br />V. = VOLUME
<br />t = MORE OR LESS
<br />(} = RECORD DATA PER SURVEY NOTED
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED
<br />{ } = CALCULATED DATA PER SURVEY NOTED
<br />• = FOUND MONUMENT PER TABLE
<br />x = FOUND MONUMENT PER #15
<br />if = FOUND MONUMENT PER #13 & #14
<br />O = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC
<br />CAP SCRIBED "MULTI/TECH ENG."
<br />MCSR 39610
<br />51.59'
<br />Q TO N (51.56') #17
<br />245.10'
<br />(3.723 CH) #3
<br />GENESIS 2
<br />V. 45, P. 188
<br />18.84' -
<br />(.287 CH) #3
<br />R. 3455, P. 163
<br />S89023'40"E 1962.35'
<br />(S89008'44"E 1959.53') #10
<br />(N89045'00"W 1963' t) #12
<br />[HOLD PARALLEL TO SOUTH LINE] #12
<br />A
<br />z -�\ON E� 2
<br />Ln Q PRS 46, p PRL p 1 V
<br />W � 2002 vRv�yE
<br />00 uN5
<br />rn
<br />o
<br />C) T- MC5�3a EN-�EO 1 „ = 150'
<br />N �
<br />NMoNvM 02/28/2022
<br />v #6653
<br />(S89012'E) {1177.22'} # 6
<br />S89023'40"E 1176.21'
<br />BASIS OF BEARING
<br />245.05' j M 244.95' ''L � 246.04'
<br />(3.714 CH) #3 (3.715 CH) #3 (3.726 CH) #3
<br />(245.02') #13 (244.92) #14
<br />M
<br />N89°41;18"E 718.57
<br />E0 r`
<br />LOT '* -
<br />woo
<br />Ln
<br />m 83 -- o
<br />p _ 0 0
<br />0.67'
<br />Z N N
<br />Za o�
<br />1
<br />�
<br />o LOT
<br />;t 82
<br />In
<br />(N89003'35"W
<br />N
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<br />a LOTT l
<br />QQ
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<br />Lr —31,
<br />Lu
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<br />T8S R3W
<br />,LOT
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<br />O
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<br />�N
<br />14 13
<br />oo_C:l
<br />O�LOT
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<br />23 24
<br />79
<br />3�
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<br />Lu >-
<br />N -'c
<br />•-� Ln i
<br />v� p LOT
<br />�o c
<br />00 '_^ w
<br />1998
<br />S
<br />Q� 78 tM
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<br />C/R1/E,(O
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<br />o)
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<br />Luin \ 66zZz
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<br />oo�
<br />U [25.00']
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<br />#15
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<br />C)
<br />ORN�N
<br />IS-�Y M X50 irn°'
<br />S °�
<br />PVE LOT
<br />(S89°10'E 6.96 CH) #2
<br />S89019'09"E 471.94'
<br />77 `" 1,
<br />1, S89°18'52"E 361.29' _
<br />(S89°10'E){472.76'} #3
<br />TS ` 179.97' 'S JRJ
<br />26.21' (180.08') #16 (1
<br />24.88'
<br />(25.00') #16
<br />GENESIS
<br />V. 45, P. 163
<br />RECORD OF SURVEY
<br />FOR HSF DEVELOPMENT LLC
<br />IN THE SW 1/4 SEC. 13, SE 1/4 SEC. 14, NE 1/4 SEC. 23
<br />NW 1/4 SEC. 24, T. 8 S., R. 3 W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />- B
<br />NPS �
<br />P P�l1�\ PRCE'-
<br />2002. SV OtNty
<br />vN
<br />30.21'-6 p 139.83'-'P N 226.85'
<br />1.01') #16 139.75') #17O
<br />{3.44 CH} #3
<br />53.73' -1
<br />(53.90') #17
<br />LEGEND
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />W/YPC = WITH YELLOW PLASTIC CAP
<br />W/ALU = WITH ALUMINUM CAP
<br />CH = CHAINS
<br />IP = IRON PIPE
<br />IR = IRON ROD
<br />P. = PAGE
<br />P.P. = PARTITION PLAT
<br />V. = VOLUME
<br />t = MORE OR LESS
<br />(} = RECORD DATA PER SURVEY NOTED
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED
<br />{ } = CALCULATED DATA PER SURVEY NOTED
<br />• = FOUND MONUMENT PER TABLE
<br />x = FOUND MONUMENT PER #15
<br />if = FOUND MONUMENT PER #13 & #14
<br />O = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC
<br />CAP SCRIBED "MULTI/TECH ENG."
<br />MCSR 39610
<br />51.59'
<br />Q TO N (51.56') #17
<br />245.10'
<br />(3.723 CH) #3
<br />GENESIS 2
<br />V. 45, P. 188
<br />18.84' -
<br />(.287 CH) #3
<br />R. 3455, P. 163
<br />S89023'40"E 1962.35'
<br />(S89008'44"E 1959.53') #10
<br />(N89045'00"W 1963' t) #12
<br />[HOLD PARALLEL TO SOUTH LINE] #12
<br />A
<br />z -�\ON E� 2
<br />Ln Q PRS 46, p PRL p 1 V
<br />W � 2002 vRv�yE
<br />00 uN5
<br />rn
<br />o
<br />C) T- MC5�3a EN-�EO 1 „ = 150'
<br />N �
<br />NMoNvM 02/28/2022
<br />v #6653
<br />(S89012'E) {1177.22'} # 6
<br />S89023'40"E 1176.21'
<br />BASIS OF BEARING
<br />245.05' j M 244.95' ''L � 246.04'
<br />(3.714 CH) #3 (3.715 CH) #3 (3.726 CH) #3
<br />(245.02') #13 (244.92) #14
<br />M
<br />N89°41;18"E 718.57
<br />E0 r`
<br />#
<br />(S89 55 28 W 718.57) 10
<br />woo
<br />Ln
<br />QQ'
<br />oo m
<br />Z N N
<br />1° o
<br />S89018'29"E
<br />�
<br />QQ� ,LO
<br />In
<br />(N89003'35"W
<br />O N
<br />QQ
<br />0 00
<br />00
<br />[10.001] #14
<br />Lu
<br />rn
<br />C) 'r'
<br />-
<br />00
<br />LAcq
<br />�o
<br />°°L
<br />z00
<br />1Oo 3
<br />°o
<br />�no�
<br />ON
<br />oo�
<br />Z o
<br />S89016'00"E
<br />89.98'
<br />(N89003'33"W
<br />90.00') #13
<br />W W M
<br />V N °00
<br />O N O
<br />to Z N
<br />``'
<br />N89017'1 6"W
<br />aQ ., 154.36'
<br />(S89°03'35"E
<br />ROBINS LANE S.E. (VARIES)
<br />S89017'25"E
<br />82.00'
<br />(S89003'35"E
<br />82.00')#14
<br />r`
<br />N89°41;18"E 718.57
<br />E0 r`
<br />#
<br />(S89 55 28 W 718.57) 10
<br />woo
<br />Ln
<br />QQ'
<br />oo m
<br />Z N N
<br />1° o
<br />S89018'29"E
<br />Ln
<br />163.17'
<br />In
<br />(N89003'35"W
<br />O N
<br />1163.19')#14
<br />0 00
<br />00
<br />[10.001] #14
<br />Z O
<br />Ln
<br />S89017'25"E
<br />82.00'
<br />(S89003'35"E
<br />82.00')#14
<br />r`
<br />MCSR 25730
<br />r c,
<br />N89°41;18"E 718.57
<br />E0 r`
<br />#
<br />(S89 55 28 W 718.57) 10
<br />woo
<br />Ln
<br />I ova
<br />NCO
<br />Z N N
<br />)
<br />V �
<br />S89018'29"E
<br />2P
<br />002,46��v�yEO
<br />vNs
<br />163.17'
<br />a'
<br />(N89003'35"W
<br />#12
<br />1163.19')#14
<br />06'8"E) #10
<br />[10.001] #14
<br />0
<br />Ln
<br />MCSR 25730
<br />r c,
<br />N89°41;18"E 718.57
<br />I N
<br />#
<br />(S89 55 28 W 718.57) 10
<br />O
<br />T
<br />I ova
<br />�
<br />�1\1\oN Rctv A
<br />IN000
<br />2P
<br />002,46��v�yEO
<br />vNs
<br />ImOJz
<br />t CD
<br />�00']
<br />#12
<br />06'8"E) #10
<br />(N830061
<br />�N84°05'1 VE) #12
<br />#12
<br />[HpLD DISTANC
<br />PARCEL 2, P.P. 2002-46, 32.80 ACRES
<br />PARCEL 1, P.P. 2017-24, 4.38 ACRES
<br />PARCEL 1, P.P. 2017-68, 4.30 ACRES
<br />TOTAL: 41.48 ACRES
<br />F
<br />K 421.52'
<br />(422.05') #6 G RESET
<br />I R W/YPC
<br />MCSR 39610
<br />REFERENCE SURVEYS USED
<br />•cpll� 1. MCSR 1809
<br />a 2. MCSR 6359A
<br />3. MCSR 8436
<br />C s 4. MCSR 14497
<br />5. MCSR 19525
<br />o° D Q 6. MCSR 20113
<br />7. MCSR 23376
<br />J: r, 7A. MCSR 25730
<br />44 E8. MCSR 32607
<br />0
<br />9. MCSR 34963
<br />i 10. MCSR 38690
<br />^�qq' 11. P.P. 93 - 56
<br />12. P.P. 2002 - 46
<br />0 13. P.P. 2017 - 24
<br />14. P.P. 2017 - 68
<br />BOOK OF TOWN PLATS
<br />15. ROCK RIDGE ESTATES No. 3, V. 45, P. 152
<br />16. GENESIS, V. 45, P. 163
<br />17. GENESIS 2, V. 45, P. 188
<br />18. ROBIN HOOD GLEN, V. H46, P. 79
<br />FOUND MONUMENT TABLE
<br />A. 3 1/4" ALUMINUM CAP, SEE DETAIL, #9
<br />ALL BEARING TREES DESTROYED
<br />B. 1.5 X 1 INCH IRON BAR #7A
<br />C. 1/2" IRON ROD, BENT MCSR 14741
<br />D. 1/4" X 3/4" IRON BAR, #1
<br />E. 5/8" IRON ROD, #1
<br />F. 5/8" IRON ROD, BENT AND NOT HELD, #1
<br />N07055'54"E 6.55' FROM G
<br />G. 1/2" IRON PIPE, BENT AND SPUN, HELD, #6
<br />H. 3/4" IRON PIPE, 0.5' DOWN, #6
<br />I. 5/8" IRON ROD, 0.3' DOWN, #6
<br />J. 1/2" IRON PIPE, 0.4' DOWN,#6
<br />K. 1/2" IRON PIPE, #6
<br />L. 1/2" IRON PIPE, #3
<br />M. 1/2" IRON PIPE, 0.3' DOWN #3
<br />N. 1/2" IRON PIPE, #33/4" IRON PIPE, #2
<br />O. 3/4"IRON PIPE, #2, ANGLE POINT
<br />P. 5/8" IRON ROD, W/YPC, SCRIBED (PLS 1195) #17
<br />Q. 1/2" IRON PIPE, 0.5' DOWN, ANGLE POINT, #3
<br />R. 5/8" IRON ROD, W/ALU SCRIBED (PLS 1195) #16
<br />S. 5/8" IRON ROD, W/YPC, SCRIBED (PLS 1195) #16
<br />T. 3/4" IRON PIPE, 0.3' UP, #2
<br />U. 5/8" IRON ROD, W/ALU, #15
<br />H
<br />o NARRATIVE
<br />THE PURPOSE OF THIS SURVEY WAS TO MONUMENT PARCEL 2, OF PARTITION PLAT
<br />O�� 2002-46, AND MCSR 38690 A RETRENCHMENT OF PARCEL 2, WHERE THE CORNERS OF
<br />MCSR 2,��o SAID PARCEL 2, WERE NEVER SET. I HELD THE LOCATION OF ALL MONUMENTS SHOWN
<br />R. 1836, P.. 4 3 430 ,� ^^ ALONG WITH THE DETENTIONS NOTED TO HOLD ON UNLESS NOTED OTHERWISE,
<br />PARTITION PLAT 2002 - 46 TO CREATE PARCEL 2.
<br />o• o
<br />R. 3653, P. 357 ��O �i�O o THE NORTHERN LINE OF PARCEL 2, WAS CREATED BY HOLDING THE BEARING OF THE SOUTHEASTERLY LINE
<br />"O" TO "G" AS NOTED ON 2002-46 AND PLACING IT PERPENDICULAR 276.50 FEET SOUTHERLY FROM POINT
<br />Fn "B" AS NOTED ON PARTITION PLAT 2002-46. 1 THEN EXTENDED THE LINE WESTERLY TO THE THE NORTHWEST
<br />• -� CORNER OF THE SUBJECT PROPERTY TO THE EAST LINE OF ROCK RIDGE ESTATES No. 3.
<br />Ln
<br />W I HELD THE LOCATION OF THE SOUTHWESTERLY CORNER OF SAID PARCEL 2, POINT G, THE MONUMENT WAS BENT
<br />N I AND SPUN FOR ITS TRUE LOCATION AND A NEW MONUMENT WAS SET. HOLDING THE LOCATION OF G AND E FOR
<br />C) hQ, o THE EAST LINE OF THE SUBJECT PROPERTY. I WENT NORTHEASTERLY FROM G 786.08 FEET PER MCSR 38690, TO
<br />C) O CREATE THE NORTHEAST CORNER OF THE SUBJECT PROPERTY. BOTH PARTITION PLAT 2002-46 AND MCSR 38690
<br />�
<br />? �'�� SHOW HOLDING A DISTANCE 160.00 FEET FROM A POINT THAT IS NOT CLEARLY DEFINED BY FROM THE RIGHT OF
<br />WAY, CENTERLINE, OR A MONUMENT. FROM THIS NORTHEAST CORNER I CREATED A POINT 400.00 FEET THAT
<br />INTERSECTED THE NORTHERLY LINE AS SHOWN PER PARTITION PLAT 2002-46 TO COMPLETE THE NORTHERN LINE OF
<br />41 THE SUBJECT PROPERTY.
<br />I HELD THE LOCATION OF THE ORIGINAL MONUMENTS SET "O", "Q", AND "T" PER MCSR 6359A AND 8436 ALONG THE
<br />SOUTHERLY LINE WITH T BEING THE SOUTHWESTERLY CORNER OF THE SUBJECT PROPERTY. THE MONUMENTS FOUND
<br />�c.�. ALONG ROCK RIDGE ESTATES No. 3, CREATED THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY.
<br />I I ALSO HELD ALL OF THE MONUMENTS IN PARTITION PLATS 2017 - 24 AND 2017 - 68 AS SHOWN HEREON FOR THE FUTURE
<br />SUBDIVISION PLAT OF THE ENTIRE AREA BY COMBINING THE THREE PREVIOUS PARTITIONS INTO ONE PLAT. THE MARION COUNTY
<br />J O J SURVEYOR WAS ALSO NOTIFIED THAT THE SECTION CORNER WOULD BE LOST IN SAID FUTURE SUBDIVISION AS APPROXIMATELY 6
<br />Q� �P FEET OF FILL WILL BE PLACED IN THAT LOCATION.
<br />0
<br />IT
<br />BY:
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />1155 13TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JULY 13, 2004
<br />ROBERT D. HAMMAN
<br />64202LS
<br />EXPIRES: 6-30-2023
<br />SHEET 1 OF 1
<br />
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