HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/24/2009
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TAX LOT 101
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TAX MAP 18-02-05-23, TAX LOT 101
~I TAX MAP 18-02-"05-22. TAX LOT 1400
PLOTTER: HP DESIGNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J .
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LINE TABLE
LINE BEARING LENGTH
L 1 S89.57'00"E(1) 5.00(3)
(S88.,4 '44 "E)(3)
L 15+57.63(3)
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CITY OF SPRINGFIELD CASE NO. 2009-0004
40.00(1)(3)- ~ I
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WASHER STAMPED '8' t /
"LANE COUNTY"(3)' ~ 1 : /
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LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO..
FILING DATE
I
40
NOTICE:
THIS PLAT SUBMITTED FOR PUBLIC
AGENCY REVIEW ONLY - IT IS NOT
OF PUBLIC RECORD
DO NOT COPY
FINAL PROPERTYUNE ADJUSTMENT SURVEY MAP FOR
REU15P' NU~S15~Y, INC..
w. 1/2 N.W.l/ 4, SEC. 05, T.18S., R.2W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
FEBRUARY 20, 2(J09
. SCALE 1"=40'
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NARRA TIVE
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT THE PROPERTY LINE ADJUSTMENT
THAT WAS GRANTED PRELIMINARY APPROVAL FEBRUARY 12, 2009 BY THE CITY OF SPRINGFIELD
IN CASE NUMBER SUB 2009-00004.
THE CENTERLINE OF SOUTH 42ND STREET WAS CALCULATED BY RUNNING A LINE THROUGH
THE FOUND, MAG NAILS (MONS "A"de "B'J AS SET IN CSF 40J29 (REF J). .
THE MOST EASTERLY BOUNDARY OF THE LANDS SURVEYED HEREON, ALSO BEING THE
WESTERLY MARGIN OF SOUTH 42ND STREET, WAS CALCULATED BY OFFSt.IIING. SAID
CENTERLINE 35.00 FEET AND 40.00 FEET WESTERLY, BY PERPENDICULAR MEASUREMENT.
THE RIGHT-OF-WAY JOG WAS ESTABLISHED BY HOLDING THE FOUND MAG NAILS (MONS
"c" de "D') AS SET IN REFERENCE 3. THE SOUTH, BOUNDARY OF THE LANDS SURVEYED
HEREON WAS CALCULATED BY HOLDING THE 5/8" REBAR WITH YPC (MON "E') FOUND AT
THE, SOUTHWEST CORNER, AND SHOWN ON REFERENCES 1 de 2, AND THE FOUND 5/8"
REBAR WITH YPC (MON "F'J SET IN CSF 37770 (REF 1), THEN EXTENDING TO THE EAST
BOUNDARY.
THE WEST BOUNDARY OF SAID LANDS WAS CALCULATED BY RUNNING A LINE PARALLEL TO
THE EAST BOUNDARY FROM MONUMENT "E" A DISTANCE OF 547.04 FEET AS SHOWN ON
REFERENCES 1 & 2. THE SOUTHERLY NORTH LINE OF SAID LANDS WAS CALCULATED BY
HOLDING THE FOUND 5/8" REBAR WITH RPC (MON "G'J AND RUNNING A LINE THROUGH
THE FOUND 5/8" REBAR WITH YPC (MON "H'J SET IN REFERENCE 2 AND EXTENDING TO
THE EAST BOUNDARY.
THE REMAINDER OF THE NORTH LINE WAS CALCULATED BY HOLDING RECORD ANGLES AND
DISTANCES FROM THE ALREADY CALCULATED PORTION OF THE NORTH LINE AND MONUMENT
"G". THIS WAS INTERSECTED WITH THE WEST BOUNDARY.
THE ADJUSTED LINES WERE LAID OUT IN CONFORMANCE WITH THE APPROVED TENTATIVE
AND AS DIRECTED BY THE OWNERS; BEING MORE PARTICULARLY CALCULATED AS FOLLOWS:
(A) A 40.00 FOOT OFFSET OF THAT PORTION OF THE NORTH LINE THAT BEARS EAST,
255.51 FEET AND (B) A SOUTHERLY EXTENSION OF THAT PORTION OF THE NORTH LINE
THAT BEARS SOUTH 00.03'00" WEST, 150.00 FEET.
REFERENCES
1. CSF J7770 BY REX A. BETl FILED NOVEMBER 5, 2002
2. CSF 33080 & 33081 BY DAVID L. BROWN FILED OCTOBER 2, 1995
3. CSF 40329 BY D. MICHAEL JACKSON FILED MARCH 28, 2007
4. DECLARATION OF DEDICATION RECORDED APRIL 10, 2007 AT
RECEPTION NUMBER 2007-023540, LCOOR
LEGEND
@ . FOUND MONUMENT AS NOTED.
Ii' SETS/B" x 30" REBAR WITH YELLOW PLASTIC
~ CAP MARKED "BRANCH ENG INC.".
a CALCULA TED POINT - NOTHING FOUND NOR SET.
@ DENOTES REFERENCE DESIGNATION AS NOTED IN NARRATIVE
TL DENOTES TAX LOT NUMBER.
CSF DENOTES COUNTY SURVEY FILE.
RPC DENOTES RED PLASTIC CAP.
YPC DENOTES YELLOW PLASTIC CAP.
LCOOR DENOTES LANE COUNTY OREGON OFFICIAL REc~n_c:
BR DENOTES MONUMENT USED TO ESTABLISH
BASIS OF BEARINGS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
~ Branch Engineering, Inc.
'~ 310 Fifth Street
Springfield, Oregon 97477
(541 )746-0637 FAX (541 )746-0389
branchadmin@brailchengineering.com
Civil . Structures · Transportation . Surveying
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REGISTERED
PROFESSIONAL
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OREGON
NOVEMBER 30, 2007
RENEE CLOUGH
'- 69162LS ::#
EXPIRES' December 31,2009
PROJECT NO. D8-051A
PAGE 1 OF 1
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