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2019092669
1/4
S.35 S.36
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Real Point
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Plat Showing
Julie Rivers Office Condominiums
Located within the South 1 /2 of the Southwest 1/4 of the Southwest 1/4 of the
Southwest 1/4 of Section 36, Township 4 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho.
2022
Unvl¢tted
7"E 620.
SE Car. Lot 25,
Block 1, Edington
Common Sub. No. 1
PLS 10561
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CP&F #:
109109699
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- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - -
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N88'42'54"W 190.53' --------------------_- ---- __ - � =
N8137'36" ------
T.4N., RAW., _ _ _
T.3N , R.1 W.,
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W. Ustick Rd. 4 z
_ —_ — —— 665.63'
S88.42'54"E 2662.54'
N88'42'54"W 298.81'
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Surveyors narrative narrative:
Legend The purpose of this survey is to create a cndominum project of the property shown
heron. The property is as conveyed by a Warranty Deed recorded on April 28, 2021 as
Instrument No. 2021-067540, records of Ado County, Idaho. The property is as shown on
Found Brass Cap Monument Condominium Boundary Line See Sheet 2 for Notes. Record of Survey 7494 recorded on August 3, 2006 as Instrument No. 106124922. Record
of Survey No. 8703 recorded on December 22, 2009 as Instrument No. 109141638 and
Line Table Line Table # Found Aluminum Cap Monument Record of Survey No. 8705 recorded on December 23, 2009 as Instrument No. 109141988,
• • • • • • • • • • • • • • • • • • • • • Survey Tie Line records of Ada County, Idaho. The monuments found are in substantial agreement and
Line Bearing Length Line Bearing Length O Found 5/8" Iron Pin, PLS 5291, LPL LAbp were held as controlling comers. The Northeast corner of the property re—established
unless otherwise noted --- Section Line S _.---
L1 NO3'04'40'E 20.00' L6 N88'46'00"W 20.00' ��GENgFO G are b based on recordthe distance
lmeasureme tswandntheluniit dimensions dof rvare based 9 n design4. The ties
® Found 5/8" Iron Pin, PLS 5291, Right —of —Way Line �g 9
Disturbed, Re —set 5/8" x 24" Iron 1�^ f < and accurately represents the Information shown hereon and is in conformity with the
L2 S88'52'37"E 20.00' L7 N89'18.44"W 20.49' State of Idaho and local requirements relation a condominum plats.
Pin with Plastic Cap, 'ISG PLS— — — — — — — Outside Face of Stem Wall Line o_ 1 779 � q g
L3 S89'06'55"E 20.00' L8 N88-51.50-W 20.15' 11779 u to O The Basis of Bearings used for this project is taken to be North 00'14'54' East between
�J/CbZLT 9 P )e
6' x 24" Iron Pin with — — — — — — — Easement Line, As Noted 09T P found monuments at the Section comer common to Sections 1 and 2, T.3N., RAW.. B.M.
Plastic Cap, 'ISG PLS 11779"
L4 S88'49'26"E 20.02' Set 5 / 0 F OF \ID�C) and Sections 35 and 36, T.4N., RAW., B.M. and the 1/4 comer common to said Sections
ACHD Temporary Easement Line YM l� 35 and 36, Ada Count Idaho. As shown on said Record of Survey No.'s 8703 and 8705.
L5 S01'1T03'W 19.94' — — —���—� — P Y McCP Y. Y
A Calculated Point, Nothing Found or Set (See Note 10)
Sanitary Sewer and Water Main Easement Book Page
(See Note 11) 11
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Office Condominiums —PI
9: 31: 44 AM
Job No. 21-049
Sheet 1 of 4
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26.48'
0.54'
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Units: 101
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201
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301
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401
t1,174 s.f.
5.1"
Julie RI vers Office Condominiums
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26.71' 26.71 � 26.48'
O.s4' � � 0.54'
Unite: 102 Units. 103 Untta: 104
202 m 203 n 204
302 303 n 304
402 403 g 404
t1,183 s.f. t1,183 s.f. t1,174 s.f.
17' 5.17'---\ r-5.17'
2.50' 2.50' 2.50' 2 50'
21.31' 21.54' 21.54' 21.31'
a... S88'42'54"E.......................... ..... ............
107.37'
Buildings 1-4
Scale: 1'=15'
Notes:
1. This plat Is subject to Idaho Code Title 55, Chapter 15, of Idaho Code
2. This development shall comply with Meridian City Code. No condominium unit shall be
divided or adjusted without complying with provisions of Meridian City Code.
3. The uses, responsibilities and relationships of the units and common area, and the
definition of a "unit' is as described in the Condominium Declarations for Julie Rivers
Office Condominiums at Sawtooth Landing, recorded on November 9, 2021, as
Instrument No. 2021-161440, records of Ada County, Idaho and as subsequently
amended.
4. The physical boundaries of the units are as described in the Declarations for Julie
Rivers Office Condominiums at Sawtooth Landing. In interpreting the declaration, plat or
plats and deeds, the existing physical boundaries of the unit as originally constructed
or as reconstructed in lieu thereof shall be conclusively presumed to be it boundaries
rather than the metes and bounds expressed or depicted in the declaration, plat or
plats, or deeds regardless of settling or lateral movement of the building and
regardless or minor variance between boundaries shown in the declaration, plat or plats
or deeds and the actual boundaries of the units in the building.
5. All interior unit bearings and distances are parallel or perpendicular to the southerly
project boundary line along W. Ustick Road (S88'42'54"E).
6. Building ties are to the exterior comer of stem walls.
7. Irrigation water has been provided from Settlers Irrigation District, in compliance with
Idaho Code 31-3805(1)(b). The will be entitled to irrigation water rights, and will be
obligated for assessments from Settlers Irrigation District This property will receive
pressure irrigation from a pressure irrigation system owned and maintained by the
Condominium Association.
8. Private Irrigation Easement- See Instrument No.
9. ACHD Permanent Slope Easement- See Instrument No. 108117928.
10. ACHD Temporary Easement- See Instrument No. 2021-176280.
11. City of Meridian Sanitary Sewer and Water Main Easement- See Inst. No. 2022-001216.
0
A.......................... S88.42'54"E.................................
107.37'
21.31' 21.54 21.54' 21.31
J L 2so 2so' 2.50' 2-50' 0.50'
5.1 15.17 5.17' 5.17'
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ulnum 501 M M Units: 602 Units. 503 M Un{ta: 504 'a
m 801 602 00 ao 603 604 m o
M 701 702 ri ri 703 < v 704 M r d
801 802 803 804 z
t1,174 s.f. t1,183 s.f. t1,183 s.f. t1,174 s.f.
0,50' — 0.54'— — 0.54'— 0.54'— —
26.48' 25.71' 26.71' 26.48'
0.50' 1
Legend
A Calculated Point
s.f. Square Feet
100 Unit Number
Unit Boundary Line
— — — — — — — — Outside Face of Stem Wall Line
Party Wall Line
Survey Tie Line
Common Area
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Buildings 5-8
Scale: 1'=15'
Slope 1 /4' per foot
Interior Surface
Rook Deck
Truss
------' ----------------------- ------------------------- -------------------------
Scheduled
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Finished Floor
Building Section
Scale: 1 "=5'
Job No. 21-049
Sheet 2 of 4
Book
Page