Commercial Southwest #226 Q 25 C.P.&F. #109044122
N 00'24'38" E
1318.69'
S 89.35'11" E
38.00'
,'II f- FYI
• 1 /16 CORNER 1 i. ..
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M ACHD SIDEWALK EASEMENT. CREST STREET ;
INSTRUMENT NO. 110106723. WST DEER C- 5 89'35'11" E 87.19'
LO
S 89035'11" E 140.64C-1
- - - - -
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- I I I I INSTRUMEACHD NT LK EASEMENT./
NO. 11006723.
I 1 11 1 1 1 10' ACHD SEEPAGE i
I I 10' WIDE LANDSCAPE BUFFER ( (17.5' '1 I MAINTENANCE EASEMENT.
AND PUBLIC UTILITY, DRAINAGE ' 17.5I
AND IRRIGATION EASEMENT. INSTRUMENT N0. 110106724. 1 1 ( 1 1( i
I
001 1 5072 5
I �'? 1 1 10' WIDE PERMANENT g
38' l PUBLIC UTILITIES EASEME-R . r 1
I I ADJOINING THE i
INGRESS/EGRESS EASEMENT I 1 ( N 1I
I II 4-i� Nil
1 N I I I 04
S 89'35'04" E 181.25' 1 1 I M 1 I t
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27' WIDE ACHD DRAINAGE
1 I EASEMENT, INSTRUMENT No.
110106725 1 (N 1 I I
� 5038 4
I'\ ACHD SIDEWALK EASEMENT. I I I i
I 11 INSTRUMENT NO. 110106723. I PERMANENT INGRESS/EGRESS, CROSS ACCESS, i
i PARKING, PUBLIC UTILITIES EASEMENT INST. NO.
i II J ( 113053297
I
S 89'35'04" E 181.25' r 7 1 i I
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WEST APGAR
CREEK DRIVE
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38'
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BLOCK 2 I I I I
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5004 3
117.5 1 I
SANITARY SEWER AND I 0 U
WATER MAIN \ \
EASEMENT, INST. NO.
113041514 \ \�
-I--------- --�
SANITARY SEWER AND WATER MAIN
EASEMENT, INST. NO. 113041514
S 47006'41 " E
1 14.70'
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
BEARING
CHORD
C- 1
10 9.00'
'1 '4 "
40.6 '
N 89*16'58" E
40.6 '
C- 2
100. Ool
47' 1'37"
S .9 '
S 23'20'52" E
80.59'
C- 3
100. '
47' 1'37"
S 23'20'52" E
80.59,
C- 4
1 1029, '
4-11'
75. '
N 86-03'18" E
75.30'
C- 5
1 971,00'7'
"
1 1
N 7'11'
1 '
i •.
I 1 L- ..T 117.5 17.5' 1 a '1►,y
ACHD SIDEWALK EASEMENT. I
INSTRUMENT NO. 110106723. I 134 3 i „+I
I 1 I i 0
' 8 I I CID
4936 I 1 8 CORNER FALLS IN INLET. SET
( Cq i I 1 i y N' 5.00' WITNESS CORNER, i �!
IPaNr ac, EXISTING PERMANENT I �`
FOUND 5/9" IRON P//V .4/1/D I INGRESS/EGRESS CROSS
ACCEPTED. PLS 09J56 LJ16.99*11
U) ACCESS PARKING AND
PUBLIC UTILITY EASEMENT quo Om ��w _��•� _•--______NORTHEAST CORNER OF
_-_ ____- i80.44'-------------�7----------------____--� COMMERCIAL SOUTHWEST N0. 1
LO N 89 35 04 W 257.04 0 I 178.13 r - I SUBDIVISION. Pi S ji9366
S a935'04" E �I I N - - - - - - - - - - - - - j I EXISTING 25' DRAINAGE, I I
38.00' I - - - - --r - - - - - - - - I 'I I I PUBLIC UTILITY AND
1 38' 1 NORTHWEST CORNER OF 31' j 1 ; I LANDSCAPE BUFFER I j
I EASEMENT TO BE 1
COMMERCIAL SOUTHWEST No. 1 I
MAINTAINED BY USTICK i
SUBDIVISION /� I 39.10' MARKETPLACE,,.LLC. O;
M
rn :; ;; K; t
N '
1
26 25
C.P.&F. #109044123IF- - - - - -
35 36
N
PLAT OF
COMMERCIAL SOUTHWEST
I3687--plot.dwg 05-_17_13 10:12:24 drnarks
S 89 35'04" E
224.56'
'-7-------------=
25' WDE LANDSCAPE BUFFER
' AND PUBLIC UTILITY, DRAINAGE
AND IRRIGATION EASEMENT.
I
81
I
2
1
I
i
SANITARY SEWER AND WATER MAIN -
i
EASEMENT, INST. NO. 113041514
1 i
1
4970
I
IL ( '
S 89'35'04" E 257.04'
�: \i LJ L� i YI 1 \: i �% 1\v t\� ♦I . 1
670.45' WEST McMILLAN ROAD
--- --- --- ---
- -N 89'24'33" W 2681.80'
BASIS OF BEARING
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SUBDIVISION N0. 2
A PORTION OF THE SW 1/4 SW 1/4, SECTION 25,
14N., RJW., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2013
60 30 0 60 120 180
SCALE IN FEET
1 it = 601
LEGEND
- - BOUNDARY LINE
- - - - - - - - EASEMENT BOUNDARY
FOUND BRASS CAP
o FOUND 5/8" IRON PIN w/PLAST1C CAP - PLS #93ee)
SET 5/8" X 30" IRON PIN w/CAP
0 FOUND 1/2" IRON PfN w/PLASTIC CAP - PLS #9366)
• SET 1 /2" x 24" IRON PIN w/CAP
❑ CALCULATED POINT (NOTHING SET)
--------------- ORIGINAL LOT/PARCEL LINE
1. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT, IN COMPLIANCE
WITH IDAHO CODE31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION
WATER RIGHTS, AND MALL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION
DISTRICT, THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT WILL BE OWNED AND
MANAGED BY THE "OPERATOR UNDER THE MASTER DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS", RECORDED AS INSTRUMENT No. 1GB076574 OR AS AMENDED FROM TIME TO
TIME.
2. THIS PLAT IS SUBJECT TO THE DEVELOPMENT AGREEMENTS RECORDED AS INST. NO.'S
107145935 AND 103137116 OF ADA COUNTY RECORDS.
3. UNLESS OTHERWISE APPROVED BY THE CITY OF MERIDIAN, ALL BUILDING SETBACKS SHALL MEET
THE REQUIREMENTS OF THE ZONING ORDINANCE IN EFFECT AT THE TIME OF BUILDING PERMIT
SUBMITTAL.
4. ANY RE -SUBDIVISION OF THIS PLOT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS
IN EFFECT AT THE TIME OF THE RE -SUBDIVISION.
5. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BECOME A
NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
NONAGRICULTURAL ACTIVITIES AFTER THE SOME HAS BEEN IN OPERATION FOR MORE THAN ONE
(1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN;
PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR
APPURTENANCE TO IT. "
6. LOTS 5-9 BLOCK 1 ARE SUBJECT TO A PERMANENT INGRESS/EGRESS EASEMENT AS SHOWN.
SEE INST. NO. 108076574, ARTICLE 2.1.2 OR AS AMENDED FROM TIME TO TIME. LOTS 5-•9
BLOCK ARE ALSO SUBJECT TO A CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT,
INST. NO. 113041514, AS SHOWN.
7. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE
THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
8, DIRECT VEHICULAR ACCESS TO NORTH LINDER ROAD IS PROHIBITED UNLESS OTHERWISE
APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY HIGHWAY DISTRICT.
9. THE LANDSCAPE BUFFERS ALONG NORTH LINDER ROAD AND WEST DEER CREST STREET SHALL
BE MAINTAINED BY THE "OPERATOR UNDER THE MASTER DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS", RECORDED AS INSTRUMENT No. 108076574 OR AS AMENDED
FROM TIME TO TIME.
10. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS
RECORDED IN INSTRUMENT No. 113027043, OFFICIAL RECORDS OF ADA COUNTY, IDAHO.
LANDSCAPING SHALL BE OWNED AND MAINTAINED BY PARAMOUNT OWNER'S ASSOCIATION OR
ASSIGNS.
25
2011.35'
- - - C.P.&F. #103178916
26
TEALEY'S LAND SURVEYING
12594 W. EXPLORER DRIVE, SUITE 150
208-385-0636 BOISE, ID. 83713
Project No. 3667 Sheet 1 of 2