HomeMy WebLinkAboutSurvey 20227HEIGHTS OF BEND
PHASE III
• 109.87' (P), 110' (R1)
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WILMINGTON AVENUE
(RIGHT-OF-WAY VARIES)
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HELD 5/8" IRON ROD (NO
RECORD) FOR NORTHWEST
CORNER OF BLOCK 5
15
N89058'35"E 412.10' (M)
EAST 412.50' (R1)
115.00' I 109.87' (P), 11 0'(R1) 60.00' (C,R1,R4)CC
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- FOUND 3/8" IRON ROD (NO
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_ RECORD), UP 0.5 IN ROCK MOUND, „
S89059'29"W 0.32' OF TRUE FOUND 5/8 SMOOTH IRON ROD
CORNER. TIED AT ENTRY, HELD (NO RECORD), S89°59'29"W
FOR NORTHING ONLY, SET TRUE 0.08' OF TRUE CORNER, HELD
CORNER AS SHOWN, AND LAID I I FOR NORTHING ONLY.
PREVIOUS MONUMENT ALONGSIDE. 4
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13 N89059'29"E 234.91' (C)
EAST 235' (R1)
109.95' (P), 11 0'(R1)7i
109.95' (P), 11 0'(R1)
15.00'
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N89059'23"E 109.98'
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CORNER NOT SET (LIES
IN HOUSE FOUNDATION)
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110.04' (P)
110.04' (P)
89°59'12"E 295.08' (M)
EAST
295' (R1)
VICKSBURG AVENUE
(60' RIGHT-OF-WAY)
HELD 5/8" IRON ROD (HELD IN (R2)) FOR I I I lbNORTHWEST CORNER OF BLOCK 6 G�
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' civic engineers i taredsurveyors
233 SOUTHWEST WILSON AVENUE, SUITE 5
BEND, OREGON 97702
(541) 550-7396
www.munson-assoc.com I I
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60.00' (C,R1) �.
HELD 1/2" I.D. IRON PIPE PER (R4) FOR
ALLEY CENTERLINE AT NORTH LINE
OF BLOCK 4. FOUND 5/8" IRON ROD
PER CS16253 N18007'17"W 1.32'.
109.86' (C), 110' (R1, R4)
CORNER SEARCHED
& NOT FOUND
16
7.50'
(C, R4)
I
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HELD 5/8" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "SCE&S" PER
(135) FOR EASTERLY RIGHT-OF-WAY
LINE OF EASTES STREET
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FOUND 1/2" I.D. IRON PIPE PER (R4),
DISTURBED, 5.21' WEST OF LINE I
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13
FOUND 5/8" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "SCE&S" PER
(R5) ON EASTERLY RIGHT-OF-WAY
LINE OF EASTES STREET
12
HELD 1/2" I.D. IRON PIPE PER (114)
FOR EASTERLY RIGHT-OF-WAY
LINE OF EASTES STREET
11
10
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HELD 1/2" IRON ROD PER (R3),
DOWN 1.0' IN ROCK PILE, FOR
SOUTHWEST CORNER OF BLOCK 4
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RECORD OF SURVEY
MAY 21, 2020
LOTS 5-12 & VACATED ALLEY, BLOCK 5, BEND VIEW ADDITION,
LOCATED IN THE SOUTHWEST ONE -QUARTER OF
THE SOUTHWEST ONE -QUARTER OF SECTION 29,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PLATTED CORNERS OF LOTS 5-8, BLOCK 5, BEND VIEW ADDITION, CITY OF
BEND, DESCHUTES COUNTY, OREGON, AS REQUESTED BY THE OWNER, TIM ROBINSON. MR. ROBINSON ALSO OWNS LOTS 9-12,
TOGETHER WITH THE VACATED ALLEY ADJOINING HIS LOTS. MR. ROBINSON ASKED THAT WE SET MONUMENTS AT THE ORIGINAL
WEST CORNERS OF LOTS 5-8 AS OPPOSED TO THE CENTERLINE OF THE VACATED ALLEY IN ORDER TO REFLECT A RECENT ROLL
CHANGE FOR LOTS 5 & 6, AND A POSSIBLE FUTURE ROLL CHANGE FOR LOTS 7 & 8.
CONTROL FOR THIS SURVEY IS PER THE SURVEYS OF RECORD REFERENCED HEREIN AND THE MONUMENTS SHOWN HELD AND
SET ON THIS MAP OF SURVEY. A THOROUGH SEARCH OF BLOCK 5 AND THE SURROUNDING AREA WAS PERFORMED. WE FOUND
THREE WELL -AGED MONUMENTS OF NO RECORD IN BLOCK 5 AT THE NORTHWEST CORNER OF LOT 16, THE NORTHWEST CORNER
OF LOT 12, AND THE NORTHEAST CORNER OF LOT 5. THE ACCURACY IN WHICH THESE UNRECORDED MONUMENTS FIT WITH ONE
ANOTHER ON THIS HILLY AND WOODED SITE SUGGESTS THAT THEY WERE PLACED PROFESSIONALLY IN AN UNRECORDED
SURVEY OF THE NORTHERLY EIGHT LOTS OF BLOCK 5 (WHICH ARE UNDER LONGSTANDING SINGLE OWNERSHIP), OR ARE A
DIRECT PERPETUATION OF THE ORIGINAL WOODEN LOT CORNER STAKES.
DAN BURTON PREVIOUSLY HELD THE MONUMENT OF NO RECORD AT THE NORTHWEST CORNER OF BLOCK 6 IN HIS SURVEY OF
THE SAME AND WE HAVE DONE SO AS WELL. WE THEN HELD THE MONUMENT FOUND AT THE NORTHWEST CORNER OF BLOCK 5
TO REESTABLISH THE SOUTHWEST CORNER OF THE BLOCK USING NORMAL PROPORTIONING.
JOHN EATON SET A MONUMENT ON THE NORTH LINE OF BLOCK 4 AT THE ALLEY CENTERLINE IN 1965 WHICH HAS BEEN HELD BY
NUMEROUS SUBSEQUENT SURVEYS, AND WE HAVE DONE THE SAME. THE SOUTH RIGHT-OF-WAY LINE OF WILMINGTON AVENUE
WAS REESTABLISHED BY HOLDING EATON'S MONUMENT ALONG WITH THE MONUMENT AT THE NORTHWEST CORNER OF BLOCK 5.
THE NORTHWEST CORNER OF BLOCK 4 WAS CALCULATED BY PROJECTING THE EASTERLY RIGHT-OF-WAY LINE OF EASTES
STREET FROM THE HELD MONUMENTS SHOWN TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF WILMINGTON
AVENUE. WE THEN PROPORTIONED THE NORTH CORNERS OF LOTS 1 & 16 OF BLOCK 5 WHILE HOLDING THE RECORD
RIGHT-OF-WAY WIDTHS OF THE STREETS AND ALLEYS.
_ WE REESTABLISHED THE SOUTHEAST CORNER OF BLOCK 5 BY HOLDING THE MONUMENT AT THE SOUTHWEST CORNER OF BLOCK
4 (WHICH HAS BEEN HELD BY SEVERAL PREVIOUS SURVEYS) AND OUR REESTABLISHED POSITION OF THE SOUTHWEST CORNER
OF BLOCK 5, AND PROPORTIONING NORMALLY BETWEEN THE TWO. THE RESULTANT BLOCK RESOLUTION FIT WELL WITH
ORIGINAL PLAT DATA AND THE LONGSTANDING MONUMENTS AT THE NORTHWEST CORNER OF LOT 12 AND NORTHEAST CORNER
OF LOT 5; THEY ARE SLIGHTLY OFF IN EASTING WITH OUR CALCULATIONS BUT WE HELD THEM FOR NORTHING TO REESTABLISH
THE LOT CORNERS.
THE EXTERIOR BOUNDARIES OF LOTS 5-12 THUS REESTABLISHED, WE USED NORMAL PROPORTIONING TO DETERMINE THE
PLATTED CORNERS OF LOTS 5-8, SETTING MONUMENTS AT THE SAME, SAVE FOR THE NORTHEAST CORNER OF LOT 5 AS THE
EXISTING MONUMENTS IS ONLY 0.08 FEET DISTANT. WE ALSO SET THE SOUTHWEST CORNER OF BLOCK 5 TO PERPETUATE ITS
POSITION. THE MONUMENT NEAR THE NORTHWEST CORNER OF LOT 12 IS SOMEWHAT LOOSE AND UNSTABLE IN ITS ROCK
MOUND, AND SO WE RESET THE CORNER AS SHOWN IN ITS TRUE POSITION.
BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM, BEND-REDMOND-PRINEVILLE ZONE,
USING THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION. NO UNUSUAL CONDITIONS WERE ENCOUNTERED DURING OUR
SURVEY.
LEGEND
= FOUND MONUMENT AS NOTED
0 = SET 5/8" IRON ROD WITH ORANGE PLASTIC
CAP MARKED "MUNSON & ASSOCIATES"
(R1) = BEND VIEW ADDITION, BY GEO. S. YOUNG,
RECORDED MARCH 7, 1912 (CS05732)
(132) = RECORD OF SURVEY, BY DANIEL T. BURTON,
FILED AUGUST 1, 2017 (CS19418)
(R3) = RECORD OF SURVEY, BY RICHARD P. HANKINS,
DATED FEBRUARY 8, 1966 (CS05749)
(134) = SURVEY FOR CHUCK JOHNSON, BY JOHN H. EATON,
DATED AUGUST 7, 1965 (CS05741)
(145) = RECORD OF SURVEY, BY DANIEL T. BURTON,
FILED MARCH 10, 2017 (CS19312)
(M) = MEASURED
(P) = PROPORTIONED
(C) = CALCULATED
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0 20' 40' 80,
SCALE: 1" = 40'
W.O. # 16-051
S/2r�Zo�,
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 11, 2014
CHRISTOPHER R. MUNSON
80548PLS
RENEWS: 12/31/2020
PLATE ONE OF ONE
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