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<br /> 43 PARTITION PLAT NO. 20/6 -q5
<br /> P" (N00'11'17"W 261.26')
<br /> ,�a MCSR IN THE S 1/2 OF SECTION 29,TOWNSHIP 8 SOUTH, RANGE 3 WEST
<br /> 61
<br /> a•''g 260'94 ---_____- OF THE WILLAMETTE MERIDIAN, MARION COUNTY, OREGON
<br /> S88'41'43"E (WEST 1320.00') MCSR 26632 ® PARITITION CASE: 15-009
<br /> A 18, 2015
<br /> _ ' v NOTES
<br /> r.4Y �� 1. q OF A 50 FOOT WIDE PVT. ACCESS & PUBLIC UTILITY
<br /> "I _o zr, EASEMENT FOR THE BENEFIT OF PARCELS 2 & 3.
<br /> 4,P
<br /> � a' 2. APPROXIMATE CE OF 10 FOOT WIDE P.G.E. EASEMENT AS PER NARRATIVE.
<br /> fin/ N V. 460, P. 349.
<br /> n„^,a 3. THE DECLARATION OF COVENANTS FOR ROAD MAINTENANCE AS THE PURPOSE OF THIS SURVEY IS TO MONUMENT AND
<br /> 3 n DESCRIBED IN REEL 2896, PAGE 84, HAS NO SPECIFIC MAP A TRACT OF LAND AS DESCRIBED HEREIN. THE BASIS
<br /> li DIMENSIONS AND IS THEREFORE UNPLOTTABLE. OF BEARINGS FOR THIS SURVEY IS NORTH 88'45'S4" WEST
<br /> „'�, _ WO In
<br /> n ova 4. THE DECLARATORY STATEMENT(FARM/FOREST) AS DESCRIBED AS PER MCSR 31952.
<br /> 7 1(1 0'0 IN REEL 2895, PAGE 264, HAS NO SPECIFIC DIMENSIONS AND THE SOUTH LINE WAS CREATED BY HOLDING POINT
<br /> U ��, (. P o$ IS THEREFORE UNPLOTTABLE. NUMBERS 23 AND 12 PER MCSR 31952 AND INTERSECTING IT
<br /> N
<br /> .. WITH THE WEST LINE.
<br /> g'I THE CENTER EAST LINE WAS CREATED BY HOLDING
<br /> P' I POINT NUMBERS 45 AND 41 AS PER MCSR 31428.
<br /> o �y5\p MCSR 31428 SEE INITIAL L5 I THE NORTH LINE WAS CREATED BY HOLDING POINT
<br /> a' N89'57'04"w 1319.54' NOTE 2 POINT NUMBERS 41 AND 19 AS PER MCSR 31428.
<br /> ill-1' io AR EL 1 CRES- / S89'04'39"E 1309.24' \/ I THE EAST UNE WAS CREATED BY RE-CREATING THE
<br /> \2•y,V• v •1 ), Y 41le
<br /> 780.17' -� • CENTERLINE OF BATES ROAD S. (CR 817) AS PER SHOWN ON
<br /> p (UNS YED d --^�-� • �I • _ In MAP USING MCSR 14135, MCSR 31952 AND MCSR 31879,
<br /> FL- � . ~.. PARCEL 3-I u " AND OFFSETTING THE CENTERLINE BY A DISTANCE OF 20
<br /> (i �I 10'
<br /> FEET PER RECORD, THEN OFFSETTING AN ADDITIONAL 10
<br /> m 200 AC • ROADWAY FEET TO MEET THE CONDITIONS OF APPROVAL.
<br /> P \, %{ r�• DEDICATION THE WEST LINE AND THE MOST NORTHERLY LINE WERE
<br /> z _ PARCEL 2 & 3 DIMENSIONS ••q KY' Q). m CREATED BY RECORD AS PER MCSR 26632 AND DEED (REEL
<br /> T SHOWN ON DETAIL "A" , ® �y�� 613, PAGE 38).
<br /> 2) PARCEL 2 SEE FIELD WORK FOR THIS PARTITION WAS DONE DURING
<br /> 11
<br /> .''‘-.41
<br /> � (SHEET \ ., y.,s,' DETAIL'A" THE MONTHS OF AUGUST AND SEPTEMBER 2015. NEW
<br /> • 200 AC SEE \ • MONUMENTS WERE SET ON SEPTEMBER 18, 2015.
<br /> .J NOTE 1 �• EQUIPMENT USED FOR THIS SURVEY WAS A TRIMBLE
<br /> 2ti7 P r- NE CDR., LOT 34 O/ 5600 ROBOTIC TOTAL STATION.
<br /> a-16$? S42 CHINOOK FIVE-D O O m C2 I a
<br /> m
<br /> SEE DETAIL "A'` 23 401.28(401.28') \ SEE DETAIL "A'
<br /> 15.54"W'-CALL 1 1 `7 f O1 ®
<br /> N88'45'S4"W 2354.53'-CALC 2a / 10 , 12 MONUMENT UST;
<br /> BASIS OF BEARINGS (N88'45'54"W) , 1 IL101 10 5/8 INCH IRON ROD W/YPC STAMPED 'BARKER PLS 636", 0.2'
<br /> LOT 11 LOT 12 LOT 31 \ L0132
<br /> 682.06' (682.05') 0 B.G., SET IN MCSR 031952.
<br /> CHINOOK FIVE-6 LOT 33 MCSR 31952 p.8 11 5/8 INCH IRON ROD W/YPC STAMPED "BARKER PLS 636", 0.8'
<br /> L07 10 S41-OJ6 CHINOOS4Z F4VE-D / LOT 34 I �y,90' B.G., SET IN MCSR 031952.
<br /> LINE DATA TABLE I FITFND 12 1 INCH IRON PIPE, 0.4' B.G., FOUND IN MCSR 24802.
<br /> L1 SO0'02'25"E 61.23' • FOUND MONUMENT AS NOTED 19 3/4 INCH IRON PIPE, 0.7' B.G., SET IN MCSR 31428.
<br /> L2 S3919'35"W 349.74' ABBREVIATIONS L3 S29'27'57"W 30.40' 0 SET 5/8" X 30" IRON ROD WITH 23 5/8 INCH IRON ROD W/YPC STAMPED "BARKER PLS 636", 0.4'
<br /> L4 S14'25'S5"E 56.09' YELLOW PLASTIC CAP AC. ACRES B.G., SET IN CHINOOK FIVE-0, S42-47. THIS IS THE NORTHEAST
<br /> STAMPED "LAZER SITE 54550L5" A.G. ABOVE GRADE GRAPHIC SCALE CORNER OF LOT 34, CHINOOK FIVE-D.
<br /> L5 S89'04'39"E 10.00' ALUM. ALUMINUM 200 0 100 200 400
<br /> L6 S00'02'25"E 64.64' ( ) RECORD SURVEY B.G. BELOW GRADE - - 0 3/4 INCH IRON PIPE, 0.5'A.G., FOUND MCSR 31428.
<br /> CALC. CALCULATED NMI
<br /> S39'19'35"W 353.33' REFERENCE SURVEYS: I.P. IRON PIPE 0 3/4 INCH IRON PIPE, 0.3' B.G., FOUND IN MCSR 31428.
<br /> L8 S29'28'05"W 30.40' I.R. IRON ROD ( IN FEET )
<br /> MCSR 14135, MCSR 17287, MCSR 24802, MCSR P. PAGE 1 INCH = 200 FT, 0 5/8 INCH IRON ROD, 0.3' B.C., SET IN 31428.
<br /> L9 S14'25'55"E 58.91'
<br /> 26632, MCSR 31428, MCSR 31879, MCSR 31952 P.G.E. PORTLAND GENERAL ELECTRIC
<br /> L10 S88'45'54"E 10.39' PROP. PROPERTY 45 1/2 INCH IRON PIPE, 0.3' B.G., FOUND IN MCSR 31428.
<br /> L11 S2111'22"E 22.93' CHINOOK 5-B S41-16 PVT. PRIVATE
<br /> CHINOOK 5-D S42-47 R. REEL
<br /> L12 S2111'22"E 49.27' ROW RIGHT-OF-WAY •
<br /> S SUBDIVISION REFERENCE
<br /> CURVE DATA TABLE V. VOLUME
<br /> CURVE RADIUS DELTA LENGTH CHORD BEARING & DISTANCE YPC YELLOW PLASTIC CAP SURVEY FOR: TIMOTHY S. GOFFRIER
<br /> C1 302.88' 09'51'38" 52.13' S34'23'46"W 52.06' SHEET INDEX REGISTERED
<br /> C2 273.81' 43°53'52" 209.78' S07'31'01"W 204.69' SHEET CONTENT PROFESSIONAL LOCAT ON:
<br /> LAND SURVEYOR
<br /> C3 292.84' 09'51'30" 50.39' S34'23'50"W 50.32' 1OF 3 PLAT,NARRATIVE,LEGEND CURVE DATA TABLE 8 S 1/2 SECTION 29
<br /> C4 263.81' 43'54'00" 202.13' S07'31'05"W 197.22' LINE DATA TABLE • o TES, R3W, W.M. MARION COUNTY, OREGON
<br /> C5 273.81' 10'56'39" 52.30' S23'59'37"W 52.22' �^, IVERSIDE R SITE CREW:T.K.P.
<br /> GDN 1 r SCALE:,•_,OD'
<br /> 20F3 DETAIL'A' APRIL 12, 2003 REVIEW:R.J.G./M.A.T.
<br /> C6 175.00' 46'17'14" 141.37' S4419'59"E 137.56' RICHARD J. GIBBONEY ENGINEERING SURVEYING,LLC JOB NO.: 2007-128-15 SHEET
<br /> C7 150.00' 4617'14" 121.1 8' S4419'59"E 117.91' 3 OF 3 SURVEYOR'S CERTIFICATE,APPROVALS, 54550 LS J 2003251h STREETS Tel(503)581-6362
<br /> C8 125.00' 4617'14" 100.98' S4419'59"E 98.26' DECLARATION BACKNOWLEDGMENTS EXPIRATION 6/30/17 SALEM OREGON 97302 Far(503)581-0901 DATE: 09/18/2015 I 1 OF 3
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