|
NARRATIVE
<br />NO NEW MONUMENTS WERE SET IN THIS SURVEY.
<br />AFTER THE RECORDING OF EMERIO DESIGN'S PREVIOUS SURVEY NO. 39475
<br />DOCUMENTS WERE PROVIDED INDICATING AN ADDITIONAL PROPERTY LINE
<br />ADJUSTMENT OCCURRED IN 1996.
<br />THIS SURVEY IS BEING RE-RECORDED TO REFLECT THE 1996 PROPERTY LINE
<br />ADJUSTMENT AS DEPICTED ON SURVEY NO. 33941, AND PER THE DEED
<br />RECORDED IN REEL 1329, PAGE 308, MARION COUNTY RECORDS. THE
<br />EXTERIOR BOUNDARY LINES REMAIN UNCHANGED, ONLY THE INTERIOR LOT
<br />LINES FOR PARCEL 2 HAVE BEEN REVISED.
<br />THE PURPOSE OF THIS SURVEY IS TO RESOLVE THE EXTERIOR BOUNDARY
<br />LINES OF THOSE PROPERTIES DESCRIBED AS PARCEL I AND II IN THAT DEED
<br />RECORDED IN REEL 1329, PAGE 308, MARION COUNTY DEED RECORDS, IN
<br />ANTICIPATION OF A FUTURE SUBDIVISION.
<br />THE WESTERLY BOUNDARY LINE WAS DERIVED FROM FOUND AND HELD
<br />MONUMENT #17 MARKING THE INTERSECTION OF WESTERLY RIGHT OF WAY
<br />LINE OF 12TH STREET SE WITH THE NORTHERLY RIGHT OF WAY LINE OF
<br />ALBERT DRIVE SE, AND HOLDING A LINE THEREFROM TO A POINT 30.00 FEET
<br />WESTERLY OF MONUMENT #44 MARKING THE WEST 1/4 CORNER COMMON
<br />TO SECTIONS 10 AND 111, T. 8 S., R. 3 W. W.M., A LINE WAS HELD PARALLEL
<br />AND 30.00 FEET EASTERLY FOR THE WESTERLY BOUNDARY LINE. NO
<br />CONSISTENT ALIGNMENT OF MONUMENTS ALONG THE WESTERLY RIGHT OF
<br />WAY LINE COULD BE FOUND THAT WOULD HOLD ALL FOUND MONUMENTS
<br />IN AGREEMENT, THIS IS A BEST FIT SOLUTION.
<br />THE SOUTHERLY BOUNDARY LINE WAS DERIVED FROM FOUND AND HELD
<br />MONUMENTS #44 MARKING THE WEST 1/4 CORNER COMMON TO SECTIONS
<br />10 AND 11, T. 8 S., R. 3 W. W.M. AND #29 MARKING THE SOUTHEAST
<br />CORNER OF LOT 9 OF THE PLAT OF PRINGLE FRUIT TRACTS VOLUME 9, PAGE
<br />138, MARION COUNTY BOOK OF TOWN PLATS.
<br />THE EASTERLY BOUNDARY LINE WAS DERIVED FROM FOUND AND HELD
<br />MONUMENTS #29, AS NOTED ABOVE, AND #09 BEING A POINT ON THE
<br />EASTERLY BOUNDARY LINE OF SAID PLAT OF PRINGLE FRUIT TRACTS
<br />MARKING THE SW CORNER OF THE ABIJAH CAREY DLC No. 41. THE
<br />NORTHERLY LIMIT OF THE EASTERLY BOUNDARY LINE IS AS DESCRIBED
<br />BELOW. A 5.00 FOOT WIDE STRIP OF LAND WAS DEDICATED TO THE CITY OF
<br />SALEM IN REEL 1228, PAGE 121, MARION COUNTY DEED RECORDS, FOR
<br />RIGHT OF WAY PURPOSES AT THE NORTHEAST CORNER OF THE PROPERTY AS
<br />SHOWN HEREON.
<br />THE NORTHERLY BOUNDARY LINE WAS DERIVED BY A BEST FIT LINE
<br />THROUGH FOUND MONUMENTS #06, #05, #11, #31, AND #32 AND
<br />PROJECTED WESTERLY TO THE WESTERLY BOUNDARY LINE AS DESCRIBED
<br />ABOVE. FOUND MONUMENT #19 WAS FOUND BADLY BENT AND #20 WAS
<br />FOUND OFFLINE IN RELATION TO THE OTHER MONUMENT ALONG THE LINE
<br />AND WERE NOT USED IN THE RESOLUTION. SAID NORTHERLY BOUNDARY
<br />LINE WAS EXTENDED EASTERLY FROM FOUND MONUMENT #06 TO THE
<br />EASTERLY BOUNDARY LINE.
<br />MONUMENT #44 WAS SET BY THE COUNTY SURVEYOR PER THEIR
<br />DETERMINATION AND WILL BE REPLACED WITH A PERMANENT MONUMENT
<br />WHEN THE ANTICIPATED SUBDIVISION STREET CONSTRUCTION IS
<br />COMPLETED. FINAL PAVING AND THE PLACEMENT OF A MONUMENT BOX
<br />WILL BE COORDINATED WITH THE MARION COUNTY SURVEYOR.
<br />NOTES
<br />1. FENCES NOT RELATED TO POSSIBLE LINES OF POSSESSION EXIST BUT
<br />ARE NOT DEPICTED.
<br />2. NO FENCES OR WALLS ENCROACH ONTO THE SUBJECT PROPERTY
<br />FROM ANY ADJOINING PROPERTIES.
<br />3. FENCES LOCATED ON THE SUBJECT PROPERTY DO NOT ENCROACH
<br />ONTO ANY ADJOINING PROPERTIES AND ARE TO BE REMOVED DURING
<br />FUTURE DEVELOPMENT.
<br />MCSR 39539
<br />RECORD OF SURVEY
<br />A TRACT OF LAND LOCATED IN THE
<br />NW ONE-QUARTER OF SECTION 11,
<br />TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN,
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />NOVEMBER 11, 2021
<br />FOR: DR HORTON
<br />## MONUMENT TABLE
<br />05 FOUND 1/2" IRON PIPE
<br />PER (4)
<br />N88°09'28"W, 0.14' FROM RIGHT OF WAY LINE
<br />06 FOUND 1/2" IRON PIPE
<br />REF'D IN (4)
<br />N88009'28"W, 0.23' FROM DEDICATION LINE
<br />08 FOUND 2" AL DISK W/ PUNCH
<br />MARKED "CITY OF SALEM"
<br />PER (7)
<br />HELD FOR PT OF CURVE
<br />09 FOUND 1-1/2" IRON PIPE
<br />DN 0.5'
<br />SW CORNER DLC 41
<br />HELD FOR CL
<br />10 FOUND 2" AL DISK W/ PUNCH
<br />MARKED "CITY OF SALEM"
<br />PER (7)
<br />HELD FOR PC OF CURVE
<br />11 FOUND 1/2" IRON ROD
<br />PER (4)
<br />S01049'37"W, 0.13' FROM BOUNDARY
<br />HELD FOR CENTERLINE
<br />13 FOUND RR SPIKE
<br />BENT NE-DN0.2'
<br />PER (9)
<br />16 FOUND 1/2" IRON PIPE
<br />BENT SE - DN 0.7'
<br />PER (1)
<br />S88029'31"E, 0.72' FROM RIGHT OF WAY
<br />17 FOUND 1/2" IRON PIPE
<br />UP 0.3'
<br />PER (1)
<br />HELD FOR WESTERLY RIGHT OF WAY
<br />19 FOUND 1" IRON PIPE
<br />BENT NW - DN 0.2'
<br />PER (8)
<br />N56027'37"W, 0.79' FROM NW CORNER
<br />21 FOUND 1" IRON PIPE
<br />DN 0.3'
<br />PER (2)
<br />N88°29'31"W, 0.21' FROM RIGHT OF WAY
<br />22 FOUND 1" IRON PIPE
<br />BENT, BROKEN
<br />UP 0.1'
<br />PER (2)
<br />ON RIGHT OF WAY LINE
<br />23 FOUND 2" IRON PIPE
<br />DN 0.1'
<br />PER (10)
<br />ON RIGHT OF WAY LINE
<br />24 FOUND 1/2" IRON PIPE
<br />UP 0.3'
<br />PER (5)
<br />NO2°31'56"E, 0.31' FROM RIGHT OF WAY
<br />25 FOUND 1/2" IRON PIPE
<br />DN 0.4'
<br />PER (5)
<br />NO2031'56"E, 0.23' FROM RIGHT OF WAY
<br />26 FOUND 5/8" IRON ROD - DN 0.4'
<br />PER (5)
<br />ON RIGHT OF WAY LINE
<br />27 FOUND 5/8" IRON ROD
<br />DN 0.4'
<br />PER (5)
<br />ON RIGHT OF WAY LINE
<br />29 FOUND 1" IRON PIPE
<br />DN 0.4'
<br />PER MCSR 6237
<br />HELD FOR SE CORNER
<br />30 FOUND BOLT
<br />UP 0.5'
<br />NO RECORD
<br />31 FOUND 1/2" IRON PIPE
<br />PER (4)
<br />S01°50'32"W, 0.05' FROM BOUNDARY
<br />20 FOUND 1" IRON PIPE 32 FOUND 1/2" IRON PIPE
<br />DN 0.2' PER (4)
<br />PER (3) S01°50'32"W, 0.06' FROM BOUNDARY
<br />S25`46'33"W, 0.82' FROM RIGHT OF WAY AT BOUNDARY
<br />33 FOUND 1" IRON PIPE
<br />DN 1.0'
<br />PER (2)
<br />N88029'31"W, 0.38' FROM RIGHT OF WAY
<br />MCSR 39539
<br />34 FOUND 1" IRON PIPE
<br />DN 0.5'
<br />PER (2)
<br />N88°29'31"W, 0.67' FROM RIGHT OF WAY
<br />35 FOUND 1/2" IRON PIPE
<br />DN 0.3'
<br />PER (2)
<br />N88°2931 "W, 0.81' FROM RIGHT OF WAY
<br />36 FOUND 1/4" IRON ROD
<br />DN 0.5'
<br />NO RECORD
<br />S88029'31"E, 0.08' FROM RIGHT OF WAY
<br />37 FOUND 1/4" IRON ROD
<br />DN 1.0'
<br />NO RECORD
<br />1.61' NORTH AND 0.89' WEST OF RIGHT OF WAY LINES
<br />38 FOUND 1/2" IRON PIPE
<br />DN 1.0'
<br />PER (1)
<br />S88029'31"E, 0.03' FROM RIGHT OF WAY
<br />41 FOUND 1/4" IRON ROD
<br />DN 1.0'
<br />NO RECORD
<br />S88029'31"E, 0.15' FROM RIGHT OF WAY
<br />42 FOUND RR SPIKE
<br />NO RECORD
<br />S88029'31"E, 3.75' FROM RIGHT OF WAY
<br />NOT USED
<br />44 FOUND YPC MARKED
<br />"MARION COUNTY SURVEYOR"
<br />HELD FOR SW CORNER
<br />PER MCSR 39415
<br />45 FOUND 5/8" IRON ROD
<br />DN 0.3'
<br />HELD EAST/ WEST, 0.03' NORTH OF BOUNDARY LINE
<br />PER MCSR 33941
<br />46 FOUND YPC UNREADABLE
<br />FALLS S58011'53"W 0.04' FROM PARCEL 2 CORNER
<br />PER (5)
<br />47 FOUND 1/2" IRON PIPE
<br />FALLS N88007'07"W 0.22' WEST OF BOUNDARY LINE
<br />NO RECORD
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />ME
<br />E RO
<br />K14 ENGINEERING ■ SURVEYING ■ DESIGN
<br />1jo 6445 SW FALLBROOK PLACE, C , SUIT E 100
<br />OREGON BEAVERTON, OREGON 97008
<br />JULY 12, 2005 TEL: (503) 746-8812
<br />ERIC D. LYNCH FAX: (503) 639-9592
<br />44 www.emeriodesign.com
<br />EXPIRES 12-31-22 EMERIO JOB: 0472-003
<br />PAGE 2OF2
<br />
|