HomeMy WebLinkAboutRevised Record of SurveyN89°26'56"W 254.00'N86°15'20"W 225.90'S4
4
°
0
8
'
2
0
"E
1
4
9
.
7
0
'S0°31'24"W 200.58'L1C1C2C3C4S89°37'14"E 303.51'
S89°37'14"E
2669.41'L2L3S0°31'43"W
40.00'
29.5'29.5'
29.5'
29.5'N0°31'43"E 598.06'S89°27'35"E
181.21'S0°32'25"W263.71'66.08'L4PL
PLPLPLPLN0°32'25"E263.71'PLPLPLPLS89°37'14"E
148.59'S0°32'25"W162.49'S
4
4
°
3
0
'
5
7
"
E
4
2
.
4
7
'
Line Table
Line #
L1
L2
L3
L4
Length
12.01'
84.73'
24.95'
56.84'
Direction
S0°22'59"W
S0°28'57"W
S45°45'33"W
S0°28'01"W
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
Length
31.56'
33.05'
14.78'
140.10'
15.07'
17.98'
Radius
20.00'
46.00'
20.50'
179.50'
46.00'
46.00'
Delta
90°24'41"
41°10'08"
41°18'28"
44°43'09"
18°46'12"
22°23'55"
Chord Direction
S44°16'22"E
S20°12'47"E
S19°58'57"E
S21°47'18"E
S9°00'50"E
S29°35'54"E
Chord Length
28.39'
32.35'
14.46'
136.57'
15.00'
17.87'
SET 5/8" REBAR & PLASTIC CAP PLS # 8960
FOUND 5/8" REBAR AS NOTED
BOUNDARY
RIGHT - OF - WAY
HO R R O C
K
SEN
G I N E E R SN
0 60'120'
SCALE: 1" = 60'
LOT NUMBER PER PARAMOUNT
BLOCK NUMBER PER PARMOUNT
SUBDIVISION NO. 5 BOOK 92, PAGE 10969
FOUND 1/2 REBAR AS NOTED
INSTRUMENT NO._________________________________
I, HEREBY CERTIFY THAT THIS INSTURMENT WAS FILED
FOR RECORD AT THE REQUEST OF__________________
AT _______ MINUTES PAST _______ O'CLOCK _____M.,
THIS ______, DAY OF ------------------------------------------------,
YEAR OF 2019
_______________________________
DEPUTY
________________________________
EX-OFFICO RECORDER
FEE:__________________
ADJACENT LOT LINE
RECORD OF SURVEY NO.____________________
SECTION LINE
RECORD OF SURVEY INST. NO. 9153
RECORD OF SURVEY INST. NO. 10658
RECORD OF SURVEY INST. NO. 4899
RECORD OF SURVEY INST. NO. 5945
PARAMOUNT SUBDIVISION NO. 5, BOOK 92, PAGES
10970-10974
PARAMOUNT VERANDA SUBDIVISION, BOOK 110,
PAGES 15815-15819
MIDWAY PLACE SUBDIVISION, BOOK 1, PAGE 33
C.P. & F. INST. NO. 2017072471
C.P. & F. INST. NO. 2017072469
C.P. & F. INST. NO. 2014102062
C.P. & F. INST. NO. 2017072470
GENERAL WARRANTY DEED INST. NO. 108136461
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LICENSED LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS MAP HAS BEEN PREPARED FROM
AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION, AND THAT THIS
MAP IS AN ACCURATE REPRESENTATION OF SAID SURVEY, AND IS IN CONFORMITY WITH THE
CURRENT LAWS OF THE STATE OF IDAHO PERTAINING TO PLATS AND SURVEYS.
THE INTENT OF THIS SURVEY IS TO PERFORM A BOUNDARY LINE ADJUSTMENT TO REFLECT THE PARCEL
CONFIGURATION AS SHOWN HEREON. THE MONUMENTS SHOWN ADHERE TO THE POSITIONS OF
RECORD WITH THE EXCEPTION OF THOSE DESCRIBED AS BEING SOUTH OF THE CALCULATED POSITION
PER PARAMOUNT VERANDA SUBDIVISION. THIS SURVEY IS DEPENDANT ON AN ALTA FOR TITLE
INSURANCE ISSUED BY FIRST AMERICAN TITLE COMPANY ON AUGUST 15, 2019 AS FILE NO. 4109-3297277
THE BASIS OF BEARING FOR THIS
SURVEY IS THE NORTH BOUNDARY OF
THE NORTHEAST 1/4, TAKEN AS
N89°37'14"W PER GPS OPUS SOLUTION
BEARING ARE GRID, DISTANCES ARE
GROUND.2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
(208) 895-2520
PROJECT # ID-1870-1908
SHEET 1 OF 1
SURVEYED: 09/24/2019
INDEX # 414-25-4-4-1-00-00
DRAWN BY A. CLEMENTS
HWY 20-26 W. CHINDEN BLVD
1
FOUND SECTION MONUMENT AS NOTED
PARAMOUNT SUBDIVISION
NO. 5 BOOK 92, PAGE 10969
47,137 SQ. FT.
1.08 AC
169,219 SQ. FT.
3.88 AC N. FOX RUN WAYFOUND ALUMINUM CAP
N.W.COR. N.W.1/4
SEC. 25
SEC. 24
N.E.COR. N.W.1/4
FOUND BRASS CAP
"ILLEGIBLE"UNPLATTEDC3L2L13.2.%.
3.2.C.
PARAMOUNT VERANDA
SUBDIVISION BOOK 110,
PAGE 15815
1314 1215161718
C.P.&F.NO. 2014-102062 C.P.&F.NO. 111067853(BASIS OF BEARING)
DATEFRITZ BROWNELL, P.L.S. NO. 8960
L
R
VEYORN
ORPISSEFLANO A
PNIOSSFORE
698
S
U
OHADIFOET
A
TS 0
D
F
RITZ BRO W N E LLA
L
SEC. 25
SEC. 24
3.2.%.
3.2.C.POINT OF COMMENCEMENT
POINT OF BEGINNING
C2SEC. 30
SEC. 19
P.L.S.7880 P.L.S.7880
P.L.S.7880
P.L.S.7880
P.L.S.7880
"ILLEGIBLE"
P.L.S.7880
"NO CAP""NO CAP"
0.17' SOUTH OF POSITION 0.20' SOUTH OF POSITION
BLOCK 21
21
CENTERLINE
PL PARCEL LINE
L4C5C6C2
C3P.L.S.7880
"NO CAP"
"NO CAP" SEE
DETAIL "A"
DETAIL "A"
(NOT TO SCALE)
ORIGINAL
PARCEL LINE