HomeMy WebLinkAboutPlans Applicant 11/8/2024E
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150'
220-11 - 17/32'-'
Edge Of Overhead Electric Right Of Way
52'- 1 -27/32"
NORTHWEST CORNER WM. MASTERSON
DONATION LAND CLAIM #61
FOUND 2-3/8" LANE COUNTY
SURVEYOR'S OFFICE BRASS
CAP DATED 2017
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INITIAL POINT 0 (A
FILBERT GROVE z
FOUND 2 IRON Pik STEEL
POWER
POLE
ANCHOR
POLE CATCH
X ANCHOR ASN STEEL
4 POWER
POLE
X X0,
445 ANCHOR
POLE
TRANSMISSION LINES N 89035' 30'7'!>,-1 50.00' ANCHOR
OVERHEAD ELECTRIC ' I STEEL
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NOTES:
1) BASE FLOOD ELEVATION (BFE)
x FOR THE EXISTING STRUCTURE
4 14" IS DETERMINED TO BE 447.8'
PM (NGVD 29) AND THE BFE FOR
MOST UPSTREAM POINT OF THE
LOT ITO BE
448.2'S (NGVDDETERMINED 29) USN G THE
FIS STUDY.
2) MAP USED TO DETERMINE THE
FLOODWAY BOUNDARY IS PROVIDED
AD .(b',(�, BY GOOGLE EARTH WITH FEMA
Q, Q) OVERLAY VERSION 3.2.
co ��" l / /r� h^^�°'' per, / / 3) THE TRANSMISSION LINE EASEMENT
� RECORDED IN BOOK 453, PAGES
ELEPHONE 11.1 127-129, LANE COUNTY DEEDS &
'CASNET RECORDED WAS DETERMINED BY
C9 I HOLDING 50 FEET LEFT AND RIGHT
OF THE CENTER SET OF POLES.
TELEPHONE
PRELIMINARY UNTIL THE SURVEYOR' S
PEDESTAL PROPERTY DESCRIPTION 4) THIS MAP IS CONSIDERED TO BE
/ LOT 1, FILBERT GROVE, AS SEAL IS SIGNED.
PLATTED AND RECORDED IN
BOOK 49, PAGE 15, LANE
COUNTY OREGON PLAT RECORDS,
LANE COUNTY, OREGON.
ELEVATION DATUM:
j ELEVATIONS FOR THIS SURVEY ARE BASED UPON
CITY OF SPRINGFIELD BENCHMARK 485.
ELEVATION = 445.10' (NGVD 29)
40 30 20 10 0 20 40
Do 11Z ...... SCALE: 1 INCH 20 FEET
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36' CURB EXISTING CONDITIONS SURVEY
CURB
,AV 6, REGISTERED SWI14 SECTION 2, T18S, RJW, W.M.
PROFESSIONAL 1468 HARBOR DR. SPRINGFIELD, OR
LAND SURVEYOR
Aso `Ss ' CLIENT: JACK ANDERSON
DRAWN BY: K8
OREGON DATE: SEPT 6, 2019 Roberts Surveying, Inc..
JULY 15, 2003
LANE COUNTY ASSESSOR'S KENT BAKER REVISION DATE: P.O. Box 7155
MAP NO. 18-03-02-32 #59885 - JOB No. 2019—)'OPO-019 Springfield, Oregon 97475
TAX LOT #100 RENEWS: 12-31-2019 Bus. (541) 345-1112
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