HomeMy WebLinkAboutSurvey 20318PROPERTY LINE ADJUSTMENT SURVEY OF LOTS 20 - 32 IN BLOCK 34 OF THE PLAT OF LA PINE, AND ALSO
A PORTION OF VACATED FOURTH STREET, FIFTH STREET, AND HILL STREET SITUATE IN THE SE1/4 NE 1/4 OF SECTION 15,
IN TWP. 22 S., RANGE 10 E.W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON L _1
CITY OF LA PINE FILE NO. 06 LA 9
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h THE PURPOSE OF THIS SURVEY WAS TO CONSOLIDATE LOTS 23 - 32 AND MONUMENT THE NORTH LINE OF TAX LOT 700.
100.00)
— _ — — — — —o I HELD THE EAST LINE OF NORTHEAST 1/4 OF SECTION 15 TO CONTROL THE EAST LINE OF BLOCK 34 WHICH IS S
15' hp ALSO THE EAST BOUNDARY OF THE PLAT OF LA PINE. 1 HELD THE ORIGINAL PLAT DIMENSIONS AND GEOMETRY
N LOT 32 N TO DETERMINE THE BOUNDARY OF BLOCK 34 ALONG WITH THE INDIVIDUAL LOT DIMENSIONS. THE SOUTH LINE OF SCALE 1 if = 6O�
Q _ LOT 20 WAS DETERMINED BY HOLDING THE PLAT LOCATION OF THE SOUTHWEST CORNER OF LOT 20 AND THE
� — — — - — - — DIMENSION OF THE SOUTH LINE, THEN FROM THE INTERSECTION OF THE SOUTH LINE WITH THE WEST R/W OF
w nj� _ HILL STREET I WENT 90 DEGREES TO THE WEST R/W LINE FOR 30 FEET, THEN I CALCULATE A BEARING - BEARING
— — — — — — — — INTERSECTION UTILIZING THE BEARING OF HILL ST. AND THE EAST LINE OF THE NE 1/4 OF SECTION 15, THEN TRAVELED
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UP SAID EAST LINE TO THE SE CORNER OF LOT 23.
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BASIS OF BEARINGS
THE BEARINGS ARE BASED ON THE OREGON COORDINATE
REFERENCE SYSTEM, BEND-KLAMATH FALLS ZONE USING
THE FOLLOWING PARAMETERS:
TRANVERSE MERCATOR PROJECTION
NORTH AMERICAN DATUM OF 1983
LATITUDE OF GRID ORIGIN; 41 °45'00" N
CENTRAL MERIDIAN: 121 °45'00" W
FALSE NORTHING: 0.000 M
FALSE EASTING: 80,000.000 M
CENTRAL MERIDIAN SCALE: 1.000200
(NOTE: THE PHYSICAL BASIS OF BEARINGS LINE IS THE LINE BETWEEN MONS
NUMBERED 111 & 110 BEING THE EAST LINE OF SECTION 15.)
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0.33 WEST OF LINE 100) CS07935 #5 REBAR FWG
0.34' NORTH OF < > POSITION,
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101) CS19839, #5 REBAR WITH YPC FWG
ALSO A #4 REBAR, #5 CALLED FOR
S 89052'47" E
A S 89°52'47" E 107.85'
102) CS19839, #5 REBAR WITH YPC FWG
IN < > NOT HELD 103) CS19839 #5 REBAR WITH YPC FWG
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(EAST 107.50')
104) CS19839, #5 REBAR WITH YPC 0.1' DOWN
[S 89°52'06" E
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105) CS19839, #5 REBAR WITH YPC FWG
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106) CS07953, #5 REBAR 0.1' DOWN
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107) ORIGIN UNKNOWN, #4 REBAR 1.0' DOWN AND BENT,
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S 89052'47" E 107.86'
TIED VERTICAL ENTRY 1.7' DOWN
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(EAST 107.50')
108) CS 07942, #5 REBAR 0.7' DOWN
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S 89052'47" E 107.90'
S 89052'08" E 107.53'
(EAST 107.50')
[EAST 107.50'1
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109) CS07942, #4 REBAR 1.1' DOWN @ SOUTH EDGE OF
CONCRETE MASS
110) NE CORNER SECTION 15, 3-1/4" DIA. BRASS CAP 0.25'
DOWN IN MONUMENT BOX, 2.4' NORTHERLY OF CURB FACE
111) EAST 1/4 CORNER SECTION 15, BRASS CAP FROM
CS07953 0.T DOWN IN MON. BOX THAT IS 0.4' DOWN IN
GRAVELED PARKING AREA
500) SET A 1" DIA. BRONZE DISK MKD. WITH LS 2253 RECESSED
INTO THE WEST EDGE OF CONCRETE SIDEWALK
508) SET A #5X1.2' OPC CAPPED REBAR DRILLED 0.5' INTO CONCRETE
MASS, CAP IS FWG & 1 WEST OF CURB
516) SET A 1" DIA. BRONZE DISK MKD. WITH LS 2253 RECESSED
INTO THE CONCRETE SIDEWALK, 0.4' EAST OF THE WEST EDGE
517) SET 0.1' D.
518) SET FWG
519) SET FWG
520) SET FWG
521) SET FWG
DESCH4JTES COUNTY SURVEYOR
FILED 9 2Yzoz By; DunkQlbir
REGISTERED
PROFESSIONAL
LA D SURVEYOR
G.
ORE? N
10 SCOTT C. FR SHWATERS
JAN UARY 15, 1987
2253
RENEWS 12/31/2021
FRESHWATERS SURVEYING, INC.
SCOTT C. FRESHWATERS, PLS
P.O. BOX 4524
SUNRIVER, OR 97707
541.593.1792 OFFICE
AUGUST 07, 2020
CLIENT: CAROL BREWER
#10661
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