Larspur #3LARKSPUR SUBDIVISION NO. 3
BOOK , PAGE
MATCH LINE
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A REPLAT OF A PORTION OF LOT 5 OF EDMON05 5UBD1 V1510N
WI TMI N GOVERNMENT LOT 3 OF SECTION 19
T. 3 N., R. I E., B. M. , CITY OF MERIDIAN, ADA COUNTY, I DAhO
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LINE TABLE
LINE
BEARING
DISTANCE
L 1
5 45°24' 18" W
27.00'
L2
N 4403542" W
27.00'
L3
N 45°2332" E
23.06'
L4
N 4502332" E
29.59'
L5
N 00°4552" E
13. GO'
LG
5 44°3542" E
27.00'
L7
N 89°57' 1 G" W
14.40'
L8
5 01 °26'24" W
13. 19'
L9
5 01 °26'24" W
14.33'
L I O
5 44 °35'42" E
2. l 3'
L I 1
N 4403542" W
24.87
NOTES
ANY RE -SUBDIVISION OF THIS PLAT SHALL CONFORM TO THE
APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF
RE -SUBDIVISION.
PER I.C. 3 1-3805: THIS PLAT IS WITHIN THE NAMPA-MERIDIAN
IRRIGATION DISTRICT, ALL LOTS WITHIN THIS SUBDIVISION ARE SUBJECT
TO NAMPA-MERIDIAN IRRIGATION DISTRICT ASSESSMENTS, AND WILL
RECEIVE WATER FROM SAID DISTRICT. THE DEVELOPERI0I5TRICT 15
PROVIDING PRESSURE IRRIGATION TO ALL LOTS IN THIS SUBDIVISION
PER ADDENDUM TO PUMP STATION AND MAINTENANCE AGREEMENTS,
INST. No. 1 10066346, AND BILL OF SALE, IN5T. No, 1 100,56347.
ALL FRONT AND REAR LOT LINES ARE HEREBY DESIGNATED AS HAVING A
10.00' WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND
IRRIGATION EASEMENT, THERE 15 A 10.00' FOOT WIDE PUBLIC UTILITY
AND DRAINAGE EASEMENT ADJACENT TO ALL PUBLIC RIGHT OF WAYS.
UNLESS OTHERWISE DESIGNATED, ALL INTERIOR RESIDENTIAL BUILDING
LOT LINES HAVE A FIVE (5) FOOT WIDE PERMANENT EASEMENT FOR
PUBLIC UTILITIES, PROPERTY DRAINAGE AND IRRIGATION.
THE OWNER OF EACH LOT ACROSS WHICH PASSES AN IRRIGATIOW
DRAINAGE DITCH OR PIPE, 15 RESPONSIBLE FOR THE MAINTENANCE
THEREOF, UNLESS SUCH RESPONSIBILITY HAS BEEN A55UMED BY AN
IRRIGATION/ DRAINAGE DISTRICT.
THE BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A
MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
GROUNDWATER ELEVATIONS.
LOT 1, BLOCK 7,15 A COMMON AREA WITH A BLANKET UTILITY,
ACCESS, DRAINAGE, IRRIGATION AND LANDSCAPE EASEMENTS
AND WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION.
N 59°5G' 14" W 417.47'
CURVE TABLE
EDMON05 50 OCK151V',4
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C 1
55.00'
87.08'
75.27'
5 44°3542" E
90°43'09"
C2
55.00'
22.35'
22.20'
N 78° 1641 " W
23° 1 T 12"
C3
55.00'
20.52'
20.40'
N 55°58'48" W
21 °2233"
C4
55.00'
20.42'
20.3 1 '
N 34°39' 16" W
21 ° 163 I "
C5
55.00'
23. 79'
23.60'
N I 1 03734" W
24°4653"
CG
32.00'
50.67'
45.54'
5 44°35'42" E
90°43'09"
C7
323.00'
20.94'
20.94'
N 02°3720" E
3°42'55"
C8
276,60'
1 7.95'
17.94'
5 02°37'20" W
3°4255"
C9
123,00'
12.29'
12.25'
N 03°3735" E
5°4325"
C/o
77.00'
7.69'
7.69'
N 03°3735" E
504325"
C I 1
322.80'
20.93'
20.93'
5 02°37'20" W
3°42'55"
C 12
277.00'
17.96'
17.96'
N 02°37'20" E
3°4255"
C13
123,00'
10.34'
I0.83'
S 0305750"W
5°02'53"
C 14
77.00'
6.75'
G.76'
S 03°57'50" W
5°02'53"
BUILDING SETBACKS AND DIMEN51ONAL STANDARDS IN THIS
SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE I l , CITY OF
MERIDIAN UNIFIED DEVELOPMENT CODE.
ACHD TEMPORARY
O TURNAROUND -
�� EASEMENT
d INST. NO,
110076983
L - 45.00'-
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LOTS 5 I AND 52, BLOCK 2, ARE SUBJECT TO AND BENEFIT FROM
A 20.00' WIDE CROSS -ACCESS EASEMENT, CENTERED ALONG THE
SOUTHERLY 30.00' OF THE LINE COMMON TO SAID LOTS, AS
SHOWN. EASEMENT I5 TO BE JOINTLY MAINTAINED BY THE OWNERS
OF SAID LOT5.
A PORTION OF LOTS 2 THROUGH 7, BLOCK 7, ARE 5ERVIENT TO
AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE
LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL
STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 6, 2009
AS INSTRUMENT NO. 109053259, OFFICIAL RECORDS OF ADA
COUNTY AND INCORPORATED HEREIN BY THI5 REFERENCE AS SET
FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT
AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO
ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER
EASEMENT 15 FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER DRAINAGE SYSTEM.
LOTS 52 THROUGH 56, BLOCK 2, ARE SUBJECT TO A 25 FOOT
REAR BUILDING SETBACK ALONG THE EAST LINES AS SHOWN.
A 10 FOOT LANDSCAPE BUFFER RUNS CONCURRENT WITH THE
10 FOOT WIDE UTILITY EASEMENT ALONG THE EAST LINE OF THIS
SUBDIVISION, AS SHOWN. AREA TO BE MAINTAINED BY THE
LOT OWNERS WHOSE LOTS THE BUFFER RUNS THROUGH,
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24 19
114 CORNER
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5 89°59'01 " E 1 126. 73'
LARK5ruK 50, NO 2
NE CORNER GOV'T.
LOT 3 FOUND 5/8"
REBAR/CAP PLS 10752
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FOUND 516" REBAWCAP
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PL5 443 15E CORNER
GOV'T. LOT 3
BITTERBR05H POINT
0
OBSER
SUB.
SUB.
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12. THIS 5UB0IVI510N 15 SUBJECT TO ACHD LICENSE AGREEMENT, � Q0 m ! t r?
I N5T. NO. 1 10) 0421 7. R 12 SECTION CORNER
VATION POINT
SCALE
40 0 20 40 80
FEF-T )
! INCH =40GT
LEGEND
- - - - SUBDIVISION BOUNDARY
LOT LINE
- - -
CENTERLINE
--- ---
SECTIONAL LINE
--------------
EASEMENT
- - - - - -
- A. C. H. D. TEMPORARY TURNAROUND
OR DRAINAGE EASEMENT
- - - - -
- 25' SETBACK LINE
d
FOUND 515" REBARICAP
PL5 10752 OR A5 NOTED
l
FOUND ALUMINUM CAP
MONUMENT
Q
SET 515" REBAR
WICAP PL5 10752
SET 112" REBAR
WICAP PL5 10752
0 CALCULATED POINT
vv�' WITNE55 CORNER
( J RECORD INFORMATION
Ol NEW LOT NUMBER
REFERENCES:
R 1) PLAT OF EDMONDS SUBDIVISION BOOK 33, PG
2050-2051
R2) PLAT OF VOLKMAN SUBDIVISION BOOK 53, PG
4652-4653
R3) RECORD OF SURVEY No. 6520
R4) PLAT OF LARKSPUR SUBDIVISION No. 2 BOOK 97,
PG 12314 -123 17
R5) OBSERVATION POINT SUBDIVISION BOOK 54,
PG 927G -9276
I\G) MERIDIAN GREEN UNIT 3(PLAT COPY), BOOK 65, PG
GG20-GG23 ORIGINAL BOOK 63, PG G402 - G40G
R7) RECORD OF SURVEY No. 5231
R5) RECORD OF SURVEY No. B699
R9) MU55ELL CORNERS SUBDIVISION BOOK 95,
PG I I G24 - 11626
R9) BITTERBRUSH POINT SUBDIVISION BOOK 100,
PG 13137- 113139
Z i m FOUND ALUMINUM CAP
COR. REC. INST. NO,
24 19 #9149709
25�30 E. VICTORY RD,