HomeMy WebLinkAboutPreliminary Plat V10
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NEIGHBORING PARCEL INDEX
APN
SUBDIVISION
R1798150920
DELANO
R1798150880
DELANO
R1798150860
DELANO
R1798150840
DELANO
R1798150820
DELANO
R1798150800
DELANO
R1798150780
DELANO
R1798150760
DELANO
R1362650800
CHAMPION PARK NO. 3
R1362650580
CHAMPION PARK NO. 3
R1362650570
CHAMPION PARK NO. 3
R1362650560
CHAMPION PARK NO. 3
R1362650550
CHAMPION PARK NO. 3
R1362650545
CHAMPION PARK NO. 3
R1362650525
CHAMPION PARK NO. 3
R1362650510
CHAMPION PARK NO. 3
R1362640860
CHAMPION PARK NO. 2
R1362640850
CHAMPION PARK NO. 2
R1362640840
CHAMPION PARK NO. 2
R1362640830
CHAMPION PARK NO. 2
R3581510240
HERITAGE NO. 2
R9846850340
ZEBULON HEIGHTS NO. 2
R9846850330
ZEBULON HEIGHTS NO. 2
R9846850320
ZEBULON HEIGHTS NO. 2
R9846850310
ZEBULON HEIGHTS NO. 2
R9846850290
ZEBULON HEIGHTS NO. 2
R9846850280
ZEBULON HEIGHTS NO. 2
R9846850270
ZEBULON HEIGHTS NO. 2
R9846850260
ZEBULON HEIGHTS NO. 2
NW
OF
N89°54'(
256:
S1
GRAPH
0 3(
PRELIMINARY PLAT NOTES
1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS
SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN
CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE
PERMIT.
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A
MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED
NORMAL GROUNDWATER ELEVATION.
3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE
MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY
OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION.
4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY
DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT
FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS
OTHERWISE DIMENSIONED.
5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS
TO BE DETERMINED WITH FINAL PLAT.
6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR
DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY.
7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,
RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF
SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY
CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION
FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT
A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT
OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF."
8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS
SUBDIVISION.
9. LOTS 1 AND 15, BLOCK 1; LOTS 6 AND 11, BLOCK 2; LOTS 1
AND 5, BLOCK 3 ARE COMMON LOTS TO BE OWNED AND
MAINTAINED BY THE JASMINE LANE SUBDIVISION HOMEOWNERS
ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER
PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A
BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,
IRRIGATION, AND LOT DRAINAGE.
SHEETINDEX
SHEET NUMBER
SHEET TITLE
01
COVER SHEET
02
EXISTING CONDITIONS
03
PRELIMINARY PLAT
PRELIMINARY PLAT DATA
EXISTING ZONING: RUT
PROPOSED ZONING: R-8
GROSS ACREAGE: 8.20 AC
NET ACREAGE: 8.20 AC
NUMBER OF BUILDING LOTS (PHASE 1): 21
NUMBER OF COMMON LOTS (PHASE 1): 4
TOTAL NUMBER OF LOTS (PHASE 1): 25
NUMBER OF BUILDING LOTS (PHASE 2): 7
NUMBER OF COMMON LOTS (PHASE 2): 2
TOTAL NUMBER OF LOTS (PHASE 2): 9
MINIMUM LOT SIZE (SF): 4,000 SF
AVERAGE LOT SIZE (SF): 8,530 SF
RESIDENTIAL GROSS DENSITY (DU/AC): 3.42 DU/AC
KINGSTOWN SUBDIVISION
PRELIMINARY PLAT "
A PORTION OF THE SE 4 OF SECTION 32, TOWNSHIP 4
NORTH, RANGE 1 EAST N.TS.
MERIDIAN, ADA COUNTY, IDAHO
OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR
MADDYN HOMES, L.L.C.
PO BOX 1613
MERIDIAN, IDAHO
PHONE: (208) 571-3344
CONTACT: KYLE ENZLER
LAND PLANNER
KIMLEY-HORN AND ASSOCIATES, INC.
1100 W. IDAHO STREET
SUITE 210
BOISE, IDAHO 83702
PHONE: (208) 906-3871
CONTACT: TELLER BARD, PE
754.03 /,
R OF THE SE J
32, T4N, R1E.
IDAHO SURVEY GROUP, LLC.
9955 W. EMERALD ST.
BOISE, IDAHO 83704
PHONE: (208) 846-8570
CONTACT: MICHAEL BYRNS, PLS
LEGEND
—..—..<_..—..1E
W
—1I E MCMILAN RD IL
VIC/N/ TY MAP
T3N, R 1 W, SEC. 26
PROPOSED SECTION LINE
PROPOSED CENTER LINE
PROPOSED SWALE
PROPERTY BOUNDARY
ROAD RIGHT OF WAY
LOT LINE
PHASE LINE
EASEMENT
PROPOSED 8" SEWER
PROPOSED 8" WATER (3' COVER)
STORM WATER INFRASTRUCTURE
EASEMENT
PROPOSED CURB
PROPOSED STORM DRAIN MANHOLE
PROPOSED CATCH BASIN
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
SIDEWALK RAMP
PROP. STORM DRAIN
PROP. CATCH BASIN
EXISTING CATCH BASIN
SS EXISTING SEWER MAIN
W EXISTING WATER MAIN
EP EXISTING EDGE OF PAVEMENT
116K EXISTING EDGE OF GRAVEL ROAD
X X EXISTING FENCE
OP EXISTING OVERHEAD POWER
EXISTING GAS LINE
47' PROP.
R/W
(Jtu 1 IUIV A)
STANDARD LOCAL STREET
N.T.S.
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FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Kimley*Horn
ENGINEER T. BARD
PE NO. 19946 DATE 04 22
PROJECT NO.
291510002
DRAWING NAME
0002-PP-CVR
01 OF 03
I
I
N89'54'09"E 90.32'
Z\
W
01
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N29'40'23"W�
43.05' \
0
m
EX. IRRIGATION DITCH
TO BE REMOVED WITH
PHASE 1
Nss26, ,
�9.1v
717.07,
N66,
283 j4; ,
N89'39'14"E 903.13'
SEE TREE MITIGATION PLAN AND
PRELIMINARY LANDSCAPE PLAN
FOR TREE SALVAGE/REMOVAL
EX. IRRIGATION DITCH
TO BE REMOVED WITH
PHASE 1
EX. BUILDINGS TO BE
REMOVED WITH PHASE 2
EX. FENCE
EX. IRR-/
SEE TREE MITIGATION PLAN AND
PRELIMINARY LANDSCAPE PLAN`
FOR TREE SALVAGE/REMOVAL
EX. RESIDENCE
TO REMAIN
EX. POND AND-/
LANDSCAPING TO BE
REMOVED WITH PHASE 2
I
EX. FENCE
I
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0
Fri
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N7820'48.w 76p,92 — _ i/ EX. DRIVEWAY TO
/ BE REMOVED WITH
PHASE 2
At \ /
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N63\ <!
348,iV� � / S 6*15'08"W
�>>S� �51.22'
l � s�lj2
F�
\ �92
GRAPHIC SCALE IN FEET
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FOR REVIEW ONLY
NOT FOR CONSTRUCTION
KimlepoHorn
ENGINEER T. BARD
RE NO. 19946 DATE 04 22
PROJECT NO.
291510002
DRAWING NAME
0002-PP-EC
02 OF 03
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N89`54'09"E ZEBULON HEIGHTS CO
90.32' INV OUT: 2606.71
21 F OF
_ _ N_89'39'12"E 9_03.13' 8" VC C� -0.40%
j 66' 40'' 40� 40' 40' 40' 40' 40' 40' 40' 40' 40' 41 �5' 208' 177
I �
�,1 I PH1-09
o` I INV IN: 2606.79 co L
BLOCK 1
`0 14 13 12 11 Io ;
10 I 9 I 8 Io 7 6 5 I 4 I 3 I 2 1 1 /
J
I�W50'
0 0 0 PH1-02 0 0 0 0 0 0 n = 2 n
1 o2 I PH1-03 I o INV IN: 2604.38 o 0 0 0 oo
u! INV IN: 2604.38 PROP. WATER A ' LU LU /
I C1 INV IN: 2605.22 INV OUT: 2604.28 SERVICE TYP. PROP. FH p� 40' �� W I
I I INV OUT: 2605.12 I Q Q
C-36'1 lax
40' 40' _ 40'J 40' 40' 40' 40' 40' / I 2�
7' w E EAGLE VIEW CT. 8" 8" "w PH1-06 /
_ _ _ INV IN: 2605.35 / 3
21$�I F OF L7 INV OUT: 2605.25
S29'45'48"E L8 18 FL5 OF �7_. "S
43.31'
c"', % 8 PVC ®0.40% / BLOCK 3
L� A3• F ��° _ __T 1 __ _ 0 1 N /
Q a gg' r' / 69 41' 32' \ o
43 LF OF \I `L � o �
/ M 8" PVC ®0.40% \ / PROP. SEWER \ �
Q O / 19' / 18 PROP. 8" C900 SERVICE TYP. _ I
WATER LINE
SIGHT DISTANCE 1 U/ v PH1-01 ao aol r` o_ PHASE LINE �01 I
7' // EASEMENT v INV IN: 2604.10 °'I 5 °'I / /
PHl-04 0 \ 1 �' INV OUT: 2604.00
INV OUT: 2605.50 SSS _ C�f� 17 2' I I PHl-07 3�'
PROP. FH BLOCK 1 �0`3 \ \ � 4 INV IN: 2605.75 C) PROP. FH / io
\ ) 15 /� �F �6\ �• / � o � & �\INV OUT: 2605.65 � PROP. SEWER
o 13 • SERVICE TYP. / I
N
sre , o -/ o' \ ✓q O1 PH2-01 NILo
3 41' 52 LF OF L4 MAN INV IN: 2606.95 N w
2S' / 101' V /l 8" PVC CAP 0.40% �3� C\ \ INV OUT: 2606.85 0
C 16 Q PHl-08 19- C16 0
10\ INV IN: 2606.05 56' PVC "F "W ^h
S6S° I/j %� INV OUT: 2605.95 ® 0.4p,, PROP. WATER z
�144 F86. o / \ 2 / �5 8 s SERVICE TYP. 4 I
cl
41, \
6 / O'71 6ry
CHAMPION PARK CO 1 1 l \ AGO' S 8 C900
� WATER I
INV IN: 2603.45 1
oo• i BLOCK 2 �� ® �'
q�
7 09 \� I
li
V
S6606' Q C/Y 8 / PH2-02\ 8 S�
�I0� / 48'E Z Q / INV IN: 2607.35
/ 224g 1�2, Q iQZ 9 INV OUT: 2607.25 gyp+ PROP. FH
_ 76' 10 O
EX. TURNAROUND
/ S7g 20 8 EASEMENT
PH2-03
INV IN: 2607.89
INV OUT: 2607.79
399
R
� S47• // 11 � \ 0 �
0`348'• \ `P�s I
F \
-PH2-04 �� N16°07'46"E
INV IN: 2608.30 �� 50.91'
INV OUT: 2608.20' PH2-05
45 LF OF` INV OUT: 21
8" PVC ® 0.40%
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC)
1
BLOCK 1
1,388
0.03
2
BLOCK 1
4,029
0.09
3
BLOCK 1
4,000
0.09
4
BLOCK 1
4,000
0.09
5
BLOCK 1
4,000
0.09
6
BLOCK 1
4,000
0.09
7
BLOCK 1
4,000
0.09
8
BLOCK 1
4,000
0.09
9
BLOCK 1
4,000
0.09
10
BLOCK 1
4,000
0.09
11
BLOCK 1
4,000
0.09
12
BLOCK 1
4,296
0.10
13
BLOCK 1
5,669
0.13
14
BLOCK 1
8,279
0.19
15
BLOCK 1
4,930
0.11
16
BLOCK 1
4,037
0.09
17
BLOCK 1
4,087
0.09
18
BLOCK 1
5,460
013
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC)
1
BLOCK 2
4,004
0.09
2
BLOCK 2
4,012
0.09
3
BLOCK 2
4,053
0.09
4
BLOCK 2
6,759
0.16
5
BLOCK 2
4,006
0.09
6
BLOCK 2
22,912
0.53
7
BLOCK
11,162
0.26
8
BLOCK
11,730
0.27
9
BLOCK
11,699
0.27
10
BLOCK
11,649
0.27
11
BLOCK 2
4,285
0.10
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC)
1
BLOCK 3
8,021
0.18
2
BLOCK 3
19,530
045
3
BLOCK 3
57,541
1 32
4
BLOCK 3
20,845
048
5
BLOCK 3
7,611
017
LINE TABLE
LINE
LENGTH
BEARING
L1
30.12
N48°10'47.88"W
L2
66.32
N 18'5 V02.51 "W
L3
167.51
N75°00'54.00"W
L4
5.02
N75°00'54.00"W
L5
72.29
NW00'54.00"W
L6
123.50
NO°00'54.00"W
L7
217.86
N89°39'12.18"E
L8
216.73
N89°39'12.18"E
L9
26.50
j NO°20'47.82"W
L10
81.65
1 N23-34-02.12"E
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C1
50.00'
3.78'
S87°29'24"W
3.78'
4'19'37"
1.89'
C2
50.00'
40.00'
S62°24'29"W
38.94'
45°50'12"
21.14'
C3
50.00'
40.00'
S16°34'17"W
38.94'
45°50'12"
21.14'
C4
50.00'
40.00'
S29°15'55"E
38.94'
45°50'12"
21.14'
C5
50.00'
96.96'
N72°15'50"E
82.46'
111°06'20"
72.89'
C6
25.00'
31.83'
N53°10'56"E
29.72'
72°56'33"
18.48'
C7
236.50'
60.17'
S16°16'43"W
60.01'
14°34'38"
30.25'
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C1
180.00'
92.14'
N33°3O'55"W
91.14'
29°19'45"
47.10'
C2
150.00,
147.04'
N46°55'58"W
141.22'
56°09'51"
80.03'
C3
36.50'
47.78'
S37°3O'54"E
44.44'
75°00'00"
28.01'
C4
260.00'
108.52'
N11°36'37"E
107.73'
23°54'50"
55.06'
NORTH
GRAPHIC SCALE IN FEET
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FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Kimley*Horn
ENGINEER T. BARD
PE NO. 19946 DATE 04 22
PROJECT NO.
291510002
DRAWING NAME
0002-PP-PP
03 OF 03