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12' STF
<br />PER TF
<br />20' TO'
<br />"SUNSF
<br />a
<br />S 52° 42' 1 1 " E
<br />17.66'0
<br />O
<br />INITIAL POINT POINT
<br />NE CORNER LOT 3 /� B)
<br />SANTIAM SPRINGS I
<br />ESTATES �S
<br />DETAIL 'A'
<br />SCALE= 1"=30'
<br />8'
<br />N 60° 18'48"
<br />W 65.36'
<br />L2
<br />N 60° 18'48"
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<br />N 59°5222"
<br />;IP, DEDICATED
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<br />13
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<br />IS PLAT, FOR A
<br />1 0°20'49" N 60°02'29" W
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<br />rAL WIDTH OF
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<br />N ,89°42 11. W
<br />IRON RDD BENT WITH NO CAP
<br />(A) TIED AT POINT OF BEND
<br />LINE TABLE
<br />LINE BEARING DISTANCE
<br />L1
<br />N 60° 18'48"
<br />W 65.36'
<br />L2
<br />N 60° 18'48"
<br />W 63.61'
<br />L3
<br />N 59°5222"
<br />W155.14'
<br />L4
<br />N 59°5222"
<br />W156.88'
<br />CURVE TABLE
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<br />� N
<br />(3.47')R2 `o
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<br />%.0I 110 8' ROADWAY EASEMENT
<br />VOLUME 382, PAGE 442,
<br />MCDR.
<br />/POINTB
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<br />3.47,
<br />C3 QF �3) I
<br />O/c'T/ 41 (N 00° 13'35"
<br />�N (F E 3.47' CALL) R3
<br />(G)S9 X6cq2
<br />CURVE ARC LENGTH
<br />RADIUS
<br />I
<br />I
<br />w
<br />280.07'
<br />33068.63'
<br />I
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<br />N 90°00'00" W
<br />33065.63
<br />(
<br />N
<br />C3 199.88'
<br />33005.63
<br />1 0°20'49" N 60°02'29" W
<br />0
<br />SEE DETAIL
<br />'A' I
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<br />( )RX
<br />/I
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<br />cn
<br />PARCEL 2-
<br />CALCULATED
<br />(D)=
<br />2.01 Q w N
<br />IRON
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<br />AcresW CO z
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<br />(F)=
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<br />3.47,
<br />C3 QF �3) I
<br />O/c'T/ 41 (N 00° 13'35"
<br />�N (F E 3.47' CALL) R3
<br />(G)S9 X6cq2
<br />CURVE ARC LENGTH
<br />RADIUS
<br />DELTA ANGLE CHORD BEARING
<br />CHORD LENGTH
<br />C1 200.32'
<br />33068.63'
<br />0°20'49" N 60`02'29" W
<br />200.32'
<br />C2 200.30
<br />33065.63
<br />0 20 49 N 60 02 29 W
<br />200.30
<br />C3 199.88'
<br />33005.63
<br />1 0°20'49" N 60°02'29" W
<br />199.88'
<br />C3 RECORD DATA —R1
<br />A = 199.70'
<br />T = 100'
<br />D = 00°14'
<br />0 = 00°28'
<br />R1= MAVERICK RANCH, B.O.T.P. VOLUME 26 PAGE 19
<br />R2= SANTIAM SPRINGS ESTATES, B.O.T.P. VOLUME 40, PAGE 19
<br />R3= PARTITION PLAT 96-6
<br />R4= MCSR 34404
<br />R5= MCSR 19559
<br />SCALE= 1"=100'
<br />�S s9° 562�`��2 F
<br />60° 22
<br />F 0�
<br />J.-
<br />77'.70,
<br />F1 0*01 11 E 551
<br />(A)
<br />42
<br />SCALE= 1"=20'
<br />DETAIL 'C'
<br /><,
<br />PARTITION PLAT NO.
<br />LOCATED IN A PORTION OF LOT 21, WALDO HILLS FRUIT
<br />FARMS NO. 3 IN THE NORTHEAST 1/4 OF SECTION 23,
<br />T.8S., R.2W., W.M., MARION COUNTY, OREGON.
<br />MARION COUNTY PLANNING CASE NUMBER: 20-012
<br />DATE OF SURVEY: July 28, 2020
<br />(C)
<br />(C)
<br />I
<br />I
<br />I
<br /><31 I
<br />I
<br />(F)
<br />SCALE= 1 "=20' (E)
<br />�s-
<br />N 68°21'07" E
<br />80.19'
<br />Basis of Bearing :
<br />Measured points (A) and_ (B) at a bearing of
<br />N 00°33'34"W, referenced to the Oregon
<br />Real—Time GNSS Network Continually Operating
<br />Reference Stations, utilizing the
<br />Oregon Coordinate Reference System (OCRS);
<br />Salem Zone PER OAR 734-005-0015 (gg).
<br />Datum: NAD 83 (2011) EPOCH 2010.00
<br />Bearings shown are grid bearings.
<br />Distances shown are OCRS Grid distances.
<br />All distances are International Feet.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MARCH 13 2018
<br />BRIAN W. �AULL
<br />89074
<br />Expires 12/31/2022
<br />(A)=
<br />LEGEND
<br />•
<br />FD. MONUMENT AS NOTED
<br />0
<br />SET 5/8"X30" REBAR WITH YPC MKD,
<br />PER MCSR
<br />B. PAULL PLS 89074" SET ON 07/28/20
<br />YPC
<br />YELLOW PLASTIC CAP
<br />FD
<br />FOUND
<br />MKD
<br />MARKED
<br />MON
<br />MONUMENT
<br />MCSR
<br />MARION COUNTY SURVEY RECORDS
<br />B.O.T.P.
<br />BOOK OF TOWN PLATS
<br />( )RX
<br />SURVEY RECORD DATA WITH REFERENCE SURVEY
<br />NT
<br />NON—TANGENT CURVE
<br />CALC
<br />CALCULATED
<br />(C)
<br />(C)
<br />I
<br />I
<br />I
<br /><31 I
<br />I
<br />(F)
<br />SCALE= 1 "=20' (E)
<br />�s-
<br />N 68°21'07" E
<br />80.19'
<br />Basis of Bearing :
<br />Measured points (A) and_ (B) at a bearing of
<br />N 00°33'34"W, referenced to the Oregon
<br />Real—Time GNSS Network Continually Operating
<br />Reference Stations, utilizing the
<br />Oregon Coordinate Reference System (OCRS);
<br />Salem Zone PER OAR 734-005-0015 (gg).
<br />Datum: NAD 83 (2011) EPOCH 2010.00
<br />Bearings shown are grid bearings.
<br />Distances shown are OCRS Grid distances.
<br />All distances are International Feet.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MARCH 13 2018
<br />BRIAN W. �AULL
<br />89074
<br />Expires 12/31/2022
<br />(A)=
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YPC MKD "MORELAND 1033LS",
<br />PER MCSR
<br />32749
<br />(B)=
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YPC MKD "AA SURVEYING INC",
<br />MCSR
<br />34404
<br />(C)=
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YPC MKD "ANDREWS RLS 1626", NOT
<br />OF RECORD
<br />(D)=
<br />3/4"
<br />IRON
<br />PIPE,
<br />MCSR 19559
<br />(E)=
<br />1" IRON PIPE, MCSR
<br />19559
<br />(F)=
<br />1/2"
<br />IRON
<br />PIPE
<br />W/YPC, MKD "JC DOTY LS1029", PER R3
<br />(C)= 5/8" IRON ROD FOUND BENT. TIED POINT OF BEND
<br />MAVERICK RANCH, B.O.T.P. VOLUME 26 PAGE 19
<br />(H)= 5/8" IRON ROD FOUND BENT. TIED POINT OF BEND
<br />MAVERICK RANCH, B.O.T.P. VOLUME 26 PAGE 19
<br />N OTES:
<br />1.) ROAD MAINTENANCE PROVISIONS, AND THE TERMS AND CONDITIONS THEREOF,
<br />CONTAINED IN INSTRUMENT: REEL 323, PAGE 298, MARION COUNTY DEED
<br />RECORDS. SAID MAINTENANCE AGREEMENT APPLIES TO THAT EASEMENT
<br />DESCRIBED IN VOLUME 382, PAGE 442, MARION COUNTY DEED RECORDS.
<br />2.) EASEMENT FOR MOUNTAIN STATES POWER COMPANY, FOR POLES AND
<br />ANCHORS FOR ELECTRIC POWER: VOLUME 330, PAGE 284, MARION COUNTY DEED
<br />RECORDS. NO DIMENSIONS OR LOCATION OF EASEMENT IS GIVEN IN SAID
<br />DOCUMENT.
<br />I
<br />RASS 4 TO
<br />•
<br />503-871-0030
<br />1132 HERITAGE LOOP
<br />STAYTON OR 97383
<br />SHEET 1 OF 2
<br />JOB FILE: 20-004 �/
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