HomeMy WebLinkAboutROS for TM Crossing PBA - FMI & DaycareN89°11'04"W 120.83'
N89°11'34"W 238.58'
191.56'
47.02'
N0°50'32"E 99.27'
S89°11'34"E 371.74'
C1
C4
C5
98'
49' 49'
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10' P.U.I.D. & A.C.H.D.
EASEMENT INST. No. 2016-065448
24.5' P.U.I.D. PER TM CROSSING SUBDIVISION
BOOK 112, PAGES 16327-16330
14.5'
ACCESS & UTILITY EASEMENT
INST. NO. 2017-003423
A.C.H.D. SIDEWALK EASEMENT
PER INST. No. 2017-063623
CROSS ACCESS & UTILITY EASEMENT
INST. No. 2017-003423
(WIDTH VARIES)
S89°11'04"E 120.84'
1.5'
(N89°11'34"W 88.83')
(N89°11'34"W 193.32')
(N0°48'26"E 314.44')
(S82°50'03"W
54.07')
C2
C3
C6
C7
WATER MAIN EASEMENT INST. No. 2018-017726
(C8)
N0°48'26"E 148.50'
S0°48'26"W 191.75'
N0°48'26"E 49.00'
14.50'
S0°48'27"W 350.45'
22.00'
49'
133.16' 238.58'
201.95' 148.50'
Curve Table
Curve #
(C8)
C1
C2
C3
C4
C5
C6
C7
Length
33.77'
394.39'
51.06'
271.62'
27.30'
44.40'
238.43'
232.95'
Radius
21.50'
251.00'
250.95'
250.95'
251.00'
251.00'
300.00'
300.00'
Delta
90°00'00"
90°01'36"
11°39'26"
62°00'53"
6°13'57"
10°08'03"
45°32'11"
44°29'25"
Chord Direction
N44°11'34"W
S44°10'16"E
S4°59'08"E
S41°49'17"E
S75°56'03"E
S84°07'03"E
S66°24'59"E
S21°24'11"E
Chord Length
30.41'
355.05'
50.97'
258.55'
27.29'
44.34'
232.20'
227.14'
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
(208) 895-2520
PROJECT # ID-1865-1908
SHEET 1 OF 1
SURVEYED: 09/24/2019
SET 5/8" REBAR & PLASTIC CAP PLS # 8960
FOUND 5/8 REBAR PLS 9895
BOUNDARY
RIGHT - OF - WAY
EASEMENT LINE AS NOTED
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0 40' 80'
SCALE: 1" = 40'
FORMERLY LOT LINE
PROJECT
SITE
1 LOT NUMBER PER TM CROSSING
SET 1/2" REBAR & PLASTIC CAP MARKED EASEMENT
1 BLOCK NUMBER PER TM CROSSING
FOUND 1/2 REBAR PLS 9895
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
INDEX # 314-14-3-0-0-00-00
TEN MILE RD
I-84
RECORD OF SURVEY NO.________________
W. VANGARD WAY
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DRAWN BY MICHAEL C.
42,893 SQUARE
FEET
0.985 ACRES
2
PARCEL D
PER R.O.S. 11702
INST. No. 2019-006950
PARCEL C
PER R.O.S. 11702
INST. No. 2019-006950
6 7
7
38,445 SQUARE FEET
0.883 ACRES
35,429 SQUARE FEET
0.813 ACRES
PARCEL F
PER R.O.S. 11866
INST. No. 2019-049209
PARCEL E
PER R.O.S. 11866
INST. No. 2019-049209
PARCEL D
PER R.O.S. 11866
INST. No. 2019-049209
WATER EASEMENT INST. No. 2018-017726
TM CROSSING
SUBDIVISION No.
2
BOOK 113, PAGE
16733-16735
2
11
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.
W. EXCURSION LANE
(PRIVATE)
S. SENTINEL LANE(PRIVATE)
(00°00'00" 00.00') EASEMENT TECHNICAL DATA
THIS SURVEY WAS CONDUCTED AT THE REQUEST OF BVA L.L.C., THE PURPOSE OF THIS PROPERTY
BOUNDARY ADJUSTMENT IS TO RE-CONFIGURE LOTS 5-7, BLOCK 2 OF TM CROSSING SUBDIVISION TO
ACCOMMODATE A REVISED BUILDING SITE LAYOUT.
THE EXTERIOR BOUNDARY OF THIS SURVEY IS BASED ON THE FOUND MONUMENTS AS SHOWN ON SAID
TM CROSSING SUBDIVISION. THIS SURVEY MAKES NO ATEMPT TO SHOW ALL PHYSICAL FEATURES.
TM CROSSING SUBDIVISION BOOK 112, OF PLATS AT PAGES 16327-16330 AS AMENDED BY
AFFIDAVIT OF CORRECTION INST No. 2017-121039
INST. No. 2017-063623
INST. No. 2018-017726
INST. No. 2017-003423
RECORD OF SURVEY, INST. No. 2016-064800
RECORD OF SURVEY, INST. No. 2019-049209
SPECIAL WARRANTY DEED, INST. No. 2017-003267
THOSE DOCUMENTS REFERENCED HEREON
38.5' P.U.I.D. PER TM
CROSSING SUBDIVISION
BOOK 112, PAGES16327-16330
(BASIS OF BEARING)
THE BASIS OF BEARING IS THE NORTH BOUNDARY OF LOTS 5 AND 7, BLOCK 2
PER TM CROSSING SUBDIVISION.
5
W. NAVIGATOR DRIVE
W. OVERLAND ROAD
I-84