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MCSR 39704
<br />#200
<br />FOUND COUNTY BC WITH PUNCH MARK IN MONUMENT BOX
<br />"ST. INT" (STAMPING AROUND EDGE IS ILLEGIBLE)
<br />@INTX. BLANCHET/MAIN STREET -DOWN 0.8' HELD (R1)
<br />#270 FOUND 1/2" IP
<br />N26047'52"E 0.46'
<br />DOWN 1 0'
<br />%( 2s624 Survey Record for City of St. Paul
<br />26P 00, g2, ?S., Located in Block 38, Town of St. Paul, in the
<br />R7, F NE Quarter of Section 19, T. 4 S., R. 2 W., W.M.,
<br />e4q St. Paul Marion Count Ore on
<br />N \ Nc � Y� 9
<br />3063.72, AUGUST, 2022
<br />\ G00
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<br />HELD NE -SW (R1) ' \S f'C
<br />w \6?• R 140,
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<br />30, , o
<br />#260 FOUND 5/8" IR^� (260 0 ?6�25'' J ,�
<br />DOWN 0.4' / 30, ^� �Y �7p0 99 9 0 06, #230 FOUND 5/8 IR
<br />(R7 NOTES SET IP) ' '00;y 7CJ W/YPC-ILLEGIBLE, UP 0.3'
<br />co HELD (R3)
<br />LEGEND
<br />SET 5/8" x 30" IRON ROD WITH YELLOW
<br />0
<br />PLASTIC CAP MARKED "AG GEO NW LLC"
<br />ON 8-31-22
<br />•
<br />FOUND MONUMENT AS NOTED
<br />FOUND SECTION CORNER AS NOTED
<br />c >
<br />DENOTES RECORD MEASUREMENT
<br />R_-C)
<br />DENOTES CALCULATED MEASUREMENT
<br />IP
<br />IRON PIPE
<br />IR
<br />IRON ROD
<br />AL.CAP
<br />ALUMINUM CAP
<br />MCSR
<br />MARION COUNTY SURVEY RECORD
<br />/ 0 C) #125 NO. NUMBER
<br />FOUND 1-1/2" AL CAP INTX. INTERSECTION
<br />\LO (LOT 8) "DUNCKEL PLS 1942" DOC. DOCUMENT
<br />#265 00' ,�'ryo N S 3 ,S' O F \ .
<br />0 O� p� IN MONUMENT BOX BC BRASS CAP
<br />S63012 08 E 0.11- �_ N6, ,�,� V �3J 74,(R 02 NO � j?\ DOWN 0.4' HELD (R4)
<br />FOUND 5/8 IR-UP 0.3 / -1 4 cb,� ? /V 7p CR COUNTY ROAD
<br />O O o C� ? 61 % ?6° UG UNDERGROUND
<br />BENT, TIED SPIN HOLE �• QOSo' �� ['700 9g 9 2S'� coho �� (64 67,3, 484?,, , PROPERTY/RIGHT OF WAY LINE
<br />(R7 NOTES SET IP) ,,,`�/ h •,� Op, �3 ,,<v ,�` '4? \
<br />DO ry�y �Op �7� av .�� C' l J / \ \ — — ORIGINAL LOT LINE
<br />��. =Q Coco CJ %Ib
<br />`- (LOT 7) co Oh (LOT 1) o U / �172 SI Sall, ' (S
<br />CO622�3 70'' `O10
<br />27S
<br />�� o oM _ `O O S 3S ,� ?s ' 67 '\68' 30, / 60 00 9 80, \ RAJ �S 7 61
<br />&770
<br />�- ��� BLOCK 38 (353 R?J 3 , / ,7 y F4, s?-.
<br />(LOT 6) (to?' ,Z) ^ � � , A FOUND 5/8 IR W/YPC �, •\it 11
<br />N62'42'25"W O N 62, O 1� oo Q �� DUNCKEL PLS 1942
<br />30.00 V &- St2. v O 4- N Q FLUSH (R9) \
<br />N62'42'25"W
<br />30.00'
<br />#255
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<br />0 0 7OJ �4. 7937FNc
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<br />7S FF
<br />OLOT 5 �° �qC F�6 O -1
<br />( LOT 3) c�co• �� n. C"
<br />3, /
<br />0 ,
<br />OCK 39
<br />OF ST. PAUL /
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<br />SURVEY REFERENCES
<br />(R1) MAP OF TOWN OF ST. PAUL (MCSR 34634)
<br />#210 (R2) MCSR 29933
<br />2" AL. CAP (R3) MCSR 33787
<br />ILLEGIBLE (R4) PARTITION PLAT NO. 2001-52
<br />HELD (R5) (R5) MCSR 34928
<br />(R6) PARTITION PLAT NO. 2003-44
<br />(R7) MCSR 21259
<br />(R8) PARTITION PLAT NO. 2001-5
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE
<br />CORNERS OF LOTS 3 AND 4, BLOCK 38, TOWN OF ST.
<br />PAUL, VOLUME 609, PAGES 28 & 503, MARION COUNTY
<br />BOOK OF TOWN PLATS. SAID LOTS ARE A PORTION OF
<br />THAT PROPERTY CONSISTING OF LOTS 3 THROUGH 8 OF
<br />SAID BLOCK 38, AS PER PARCEL 3 OF BARGAIN AND SALE
<br />DEED TO MARION AG SERVICE, INC., RECORDED APRIL 18,
<br />2002 IN REEL 1931, PAGE 276, DEED RECORDS OF MARION
<br />COUNTY.
<br />THE EASTERLY LINE OF BLOCK 38 IS HELD PARALLEL
<br />WITH AND 30.00 FEET WEST OF THE LINE BETWEEN
<br />FOUND CENTERLINE INTERSECTION POINTS #125 AND
<br />#205 WHEN MEASURED AT RIGHT ANGLES.
<br />THE NORTHERLY LINE OF BLOCK 38 IS HELD PARALLEL
<br />WITH AND 30.00 FEET SOUTH OF THE LINE BETWEEN
<br />FOUND CENTERLINE INTERSECTION POINTS #125 AND
<br />#200 WHEN MEASURED AT RIGHT ANGLES.
<br />THE SOUTHERLY LINE OF BLOCK 38 IS HELD PARALLEL
<br />WITH AND 30.00 FEET NORTH OF THE CENTERLINE OF
<br />PARK AVENUE WHEN MEASURED AT RIGHT ANGLES. SAID
<br />CENTERLINE IS CONTROLLED BY HOLDING POINT #205 AT
<br />THE INTERSECTION OF PARK AVENUE AND THIRD
<br />STREET, THENCE RUNNING NORTHWESTERLY PARALLEL
<br />WITH THE ESTABLISHED CENTERLINE OF BLANCHET
<br />AVENUE.
<br />THE WESTERLY LINE OF BLOCK 38 IS HELD PARALLEL
<br />WITH AND 30.00 FEET EAST OF THE CENTERLINE OF
<br />SECOND STREET WHEN MEASURED AT RIGHT ANGLES.
<br />SAID CENTERLINE IS CONTROLLED BY HOLDING POINT
<br />#240 AT THE INTERSECTION OF MALO AVENUE AND
<br />SECOND STREET AND A POINT N 63012'08" W A
<br />DISTANCE OF 30.00 FEET FROM THE FOUND IRON PIPE
<br />#270 PER MCSR 34634. THIS RESOLUTION OF THE
<br />CENTERLINE OF SECOND STREET PROVIDES A VERY
<br />GOOD FIT FOR THE MONUMENTS FOUND ALONG BOTH
<br />SIDES OF THE STREET AS SHOWN.
<br />BECAUSE THE DIMENSIONS OF THE ABOVE
<br />ESTABLISHED BLOCK LINES ARE CLOSE TO THE
<br />DIMENSIONS AS PLATTED, I COMPUTED THE EAST -WEST
<br />LOT LINES EACH A QUARTER OF THE DISTANCE
<br />BETWEEN THE ESTABLISHED BLOCK CORNERS. TO
<br />DIVIDE THE BLOCK INTO ITS EAST AND WEST HALVES, I
<br />HELD THE FOUND IRON ROD #230 NEAR THE NORTH
<br />END AND A POINT MIDWAY BETWEEN THE BLOCK
<br />CORNERS ON THE SOUTH END.
<br />CAP DIAGRAM -POINT #200
<br />CAP DIAGRAM -POINT #125
<br />Page 1 of 1
<br />Client: 22-027 CITY OF ST. PAUL
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />"OREGON
<br />JAN. 16, 1996
<br />TONY J. BROOKS
<br />2736
<br />RENEWS: 12/31/23
<br />SIGNED:
<br />A Geospatial NW
<br />Land
<br />t
<br />30532 S McCown Road, Molalla, OR 97038
<br />503-329-8008 cell/text
<br />info@AgGeoNW.com www.AgGeoNW.com
<br />MCSR 39704
<br />
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