CC - Revised PP PlatPRELIMINARY PLAT FOR PAISLEY MEADOWS SUB1DI\/ISION
SITUATES IN W2, SE 4, SW 4, OF THE SECTION 29, TOWNSHIP 3 NORTH, RANGE 'I EAST,
BOISE MERMAN, AE3A COUNTY, IDAHO
20'16
O_ N
BELLINGHAM PARK SUBDIVISION NO. 2 °-3 BELLINGHAM PARK SUBDIVISION NO. 3
10
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BK 97, PG 12340-12344 BK 101, PG 13430-13434 UNPLITTED In LO
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EXISTh I 8" m w �' V90WU
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co
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54' 70'
M8 M
jllj
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I II
z
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25016 SF
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I
1 3-1
3-2
II
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8000 SIF
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m 00
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54'
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25.31
I
L-' ---
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188
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79' 78'
70'
29.86
w
9.27
C6
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ED
\
I
8000 SIF
I
1
I
�_
II
-II
I
116'
I
I
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I
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I
I
C9
1.53
18305 SIF
\ 8000 SF
8178 SF
8178 SF` � 7
8306 SF
28.27
m
90.00
S45° 18'09"W
25.46
C11
28.27
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I
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10.33
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116'
I
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^ I
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59.63
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9106 SF 9106 SF
9101 SF
29.96
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9.31
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17.51
40.00
25.08
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E. MELWOOD ST
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01 1
3.23
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20.05
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I 98'
19.84
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25016 SF
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1 3-1
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25.31
I
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73
---71'-
---70'---
---71'----
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1 1 D
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188
48' 1580
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2-6
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54' 70'
M8 M
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M8 M8
47'
MS
M8'
I
Radius
I 2-7
Pv
I_
I
1 3-1
3-2
3-3
3-4
3-5
18327 SF
I
8178 SF
8178 SF
8178 SIF
�\ 8252 SF
I
I
I
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Q
1
25.31
E. ADELAIDE ST.
I
L-' ---
73
---71'-
---70'---
---71'----
----73'- J
2 1
0.00
z
ryy
B' 79'
79' 78'
70'
29.86
S15° 03'41 "E
9.27
C6
38.90
40.00
55.72
\
I
- - - - - -
---------- ----
- -
---
I
�_
13-10
8
2666
I--3=7
`3-6
58.11
3-9
3-8
C9
1.53
18305 SIF
.8178 SF
8178 SF
8178 SF` � 7
8306 SF
28.27
m
90.00
S45° 18'09"W
25.46
C11
28.27
18.00
2-8
F
- - -
- -
- - -
- U- -
-J
N850 04'09"W
10.33
C13
65.14
8093 SIF
2-4 1
8025 SF
I oZa I rp
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1 �s000 SF� 1 100 YR FLOODPLAIN
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I C7 I� 1
PIPE EX. _ li i>o
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2-6
a000 sEAST P/L
I �SIFI
I 2--14 2-13 10 2-11
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I COMMON 8005 SF 8207 SF 9193 SF
I�1I 5-1 � I I 18271 SF 8000 SF 0 S
EXISTING 8" �? �' vv 8000 SIF IU
N I
SEWER STUB �4 w I -�� 4
WI o 0 L - -- 7 -- --- --- --- - ---- --------/r-J
V / 1 1 6' C,- - - - - - - - - - - - -
I to 8W 1 t 4'8W W 8W 69dWzw..�2i.0 1 BW 78 W
Cd -1 'BODO 3F I/A D E. MELWOOD ST.I Si m E. MEL OW OD
f �� 58' 69' 69' 69' 54' 98'
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--�---� �(n
I I utni I 266 1 5-29 \\ N
ally B 1 u# 1 8282 SIF \
5-3 m
a000 SIFHT f 1 4-1 4-2`v 4-3 4-4 4-5 1 6e9�
III 1 18753 SF 8000 SF \ \ 2 8000 SF 8000 SF 8303 SFi \ - -
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v)
co1 1 m 1 5-28 A `m
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w m I \116'
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1
it
3=15 5-18 L-----
II 8838 SF 8755 SF m 5-25 m
it 5-7m 1 �J 8000 SF
Ili 8000 SIF °3 E 1 1 5-16 5-17 a ,
II
1 8122 SF t2 8122 SF LLL_
115' m I�
_ III I I J 16
115' ,
II r 116' 1
r
j III 11 1 >
oos5-14 5-19
5-8 8923 SIF L 8889 SF U) aoF
62-
a000 sF / I
'
\ I W \\\ �... -_- 116'
G ` V
1 I V Fcg��c �\� 1 i
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1 116' 5-13 5-20
y ryrO^O 1\1 \ \ 9185 SIF 1 i 9241 SF-
�1 ° -m
m 5-9 I ° 11 _ oo SF
8000 SF /
t 111' v 116'
112' �� I
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\ l 0 2670- _ _5-21 1 5-22 N
II 83 �1 SOF C37 �// 9268 SF I !� 93�i0 SF \ C36 10113 SF
ul)\\ ��/ oo i' I / \\� m r- li'/
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30 �291322.60` - - _ -2673 - - - - 29
_ 661.22' ----- 661.20' _
31 W 1 „ s ° 4310 -CJs 661' �\= 1/4
32
CP&F INST. N �@ aP BA.SJ OF RGORINC_ �- CP&F INST.
201 5-0 531 22 "„`�`�" "
N0. 114003640 NO. 94002912
EXISTING 12" WATER PIPE EX. DITCH
Al ALONG SITE FRONTAGE
N
Preliminary Plat (R-4)
0 80 160
Feet
54' 70'
M8 M
71 • M8 70
M8 M8
47'
MS
M8'
Length
Radius
I 2-7
Pv
I_
w
28.27
-R
90.00
S44° 52' 04"W
25.46
C2
I
8000 SIF
rA
i^
~
Q
1
25.31
E. ADELAIDE ST.
I c24
S11 ° 51'53"E
21
" / /
0.00
2 1
0.00
z
ryy
B' 79'
79' 78'
70'
29.86
S15° 03'41 "E
9.27
C6
38.90
40.00
55.72
\
-
------- -- ---
- - - - - -
---------- ----
- -
---
18.00
�_
F
- � 131 '
-
40.57
40.00
58.11
N88° 53'46"W
38.85
C9
1.53
18.00
f
N87° 15'26"W
IFO
C10
28.27
m
90.00
S45° 18'09"W
25.46
C11
28.27
18.00
2-8
F
25.46
C12
10.34
64.00
9.26
N850 04'09"W
10.33
C13
65.14
8093 SIF
1
N
62.36
C14
2-17
2-18 2-19
10 2-20 a
N 11' 02' 05"W
24.63
20.00'-
67.28
40.00
96.37
N18° 16'56"E
59.63
\ - 9167 $F
\\
9106 SF 9106 SF
9101 SF
29.96
N14° 55'22"W
9.31
-,so
17.51
40.00
25.08
N79° 00'36"E
17.37
C20
1.02
18.00
3.23
25.00'
1.02
��OA
20.05
40.00
28.71
I
19.84
C22
28.41
18.00
90.43
2-9
1
C23
28.14
Ell
89.57
N44° 54'54"W
25.36
C24
8.40
18.00
8080 SF
S76° 19'57"E
8.32
C25
40.95
26.00
90.24
S45° 10'511,W
36.85
C26
L
18.00
89.57
N44° 54'54"W
25.36
m
----79'--- 29'----50'----19'----59'--
9'-----69'---72-12
90.43
N45° 05' WE
-L-
-_L
40.73
26.00
89.76
S44° 49'09"E
36.69
- ----- -----
--- 7--4525
S
=
-71' =
- -
79'---
28.20
18.00
89.76
S44° 49'l
25.40
COMM0
28.35
18.00
1
S45° 10'51"W
25.51
C32
28.14
18.00
SEE LANDSCAPE PLAN
N44° 54'54"W
25.36
C33
28.27
18.00
90.00
2
25.46
C34
N Uj
1 FOR AMENITIES
23.25
3
20.96
C35
54.75
52.00
1
S53° 32'38"E
52.26
C36
20.18
52.00
22.23
S85° 33' 31 "E
20.05
C37
20.21
52.00
-2669-
N85° 09' 40"E
I 2--14 2-13 10 2-11
�w I 2-16 � 2-15 � 2-10
I COMMON 8005 SF 8207 SF 9193 SF
I�1I 5-1 � I I 18271 SF 8000 SF 0 S
EXISTING 8" �? �' vv 8000 SIF IU
N I
SEWER STUB �4 w I -�� 4
WI o 0 L - -- 7 -- --- --- --- - ---- --------/r-J
V / 1 1 6' C,- - - - - - - - - - - - -
I to 8W 1 t 4'8W W 8W 69dWzw..�2i.0 1 BW 78 W
Cd -1 'BODO 3F I/A D E. MELWOOD ST.I Si m E. MEL OW OD
f �� 58' 69' 69' 69' 54' 98'
�- - - o
--�---� �(n
I I utni I 266 1 5-29 \\ N
ally B 1 u# 1 8282 SIF \
5-3 m
a000 SIFHT f 1 4-1 4-2`v 4-3 4-4 4-5 1 6e9�
III 1 18753 SF 8000 SF \ \ 2 8000 SF 8000 SF 8303 SFi \ - -
I
v)
co1 1 m 1 5-28 A `m
=i --- ----�-------- ° 8000 SF r '-2670 -\
m I�' 5-4 m r -76• - ss'---= ss'. =649' --- -- '7z'-� > \
8000 SIF 1 G 1 Q \
ILL
LL�1
- -
----
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o m 1 m I 1 = 1 \------
m m- 1 1 1 1 4-10 4-9 4-8 4-7 4-6 1 5-27 _I -EAST P/L
u) NA \ I8653 SF 8000 SF 8000 SF IF 8000 SSIF = 8000 SIF �D \
A�1+t 5-5 m 1
U r I 8000 SF
1 1 V) M
rn `F' rn------ ---- -- --- ---- --� w 116'
- - - - - -� - J > w
w m I \116'
aw Tsw 6 ' aw ss' aw st69 sw ss' 8w 5-26
' "m 1 Z
so
5 E. DAULBY ST.
ID a000 SIF
ia000 SF 98' 6 62' 9T -mac /
1 a \111A I I j 11 1 ill ill I IIII I IIII
o.
6' ------ -----�_/--- - - - - ----------
1
it
3=15 5-18 L-----
II 8838 SF 8755 SF m 5-25 m
it 5-7m 1 �J 8000 SF
Ili 8000 SIF °3 E 1 1 5-16 5-17 a ,
II
1 8122 SF t2 8122 SF LLL_
115' m I�
_ III I I J 16
115' ,
II r 116' 1
r
j III 11 1 >
oos5-14 5-19
5-8 8923 SIF L 8889 SF U) aoF
62-
a000 sF / I
'
\ I W \\\ �... -_- 116'
G ` V
1 I V Fcg��c �\� 1 i
i
h I
1 116' 5-13 5-20
y ryrO^O 1\1 \ \ 9185 SIF 1 i 9241 SF-
�1 ° -m
m 5-9 I ° 11 _ oo SF
8000 SF /
t 111' v 116'
112' �� I
5-12 \y /l"�.
\ l 0 2670- _ _5-21 1 5-22 N
II 83 �1 SOF C37 �// 9268 SF I !� 93�i0 SF \ C36 10113 SF
ul)\\ ��/ oo i' I / \\� m r- li'/
-------148'- - 150''-��c7�-- = ------162'-- ----J
F_ - - _ . 162 R lRR _ IRR - IRR IRR - s
5-11
3 17595 SIF 3 �� ` v
U �`.?2 '' COMMON 5 1 ti
Ill Ill] 11 I
_----_ _-=.njil � --_661 - - -�. - '
---------- - ��c� L__
-31743-SF------------ - ----------
30 �291322.60` - - _ -2673 - - - - 29
_ 661.22' ----- 661.20' _
31 W 1 „ s ° 4310 -CJs 661' �\= 1/4
32
CP&F INST. N �@ aP BA.SJ OF RGORINC_ �- CP&F INST.
201 5-0 531 22 "„`�`�" "
N0. 114003640 NO. 94002912
EXISTING 12" WATER PIPE EX. DITCH
Al ALONG SITE FRONTAGE
N
Preliminary Plat (R-4)
0 80 160
Feet
0
13.00' ACHD EASEMENT
2.00' 5.00' 8.00'
1.75%+/-0.25% 2%
SEE PLANS FOR
CURB TYPE
2.00' I. 2.00'
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -709
Legend
Q
HAYDEN HOMES IDAHO, LLC
Curve Table
®
Curve #
Length
Radius
Delta
Chord
Direction
Chord
Length
C1
28.27
18.00
90.00
S44° 52' 04"W
25.46
C2
0.04
40.00
0.06
S6° 17'33"W
0.04
C3
25.31
40.00
36.25
S11 ° 51'53"E
24.89
C4
0.00
40.00
0.00
S29° 59'25"E
0.00
C5
9.38
18.00
29.86
S15° 03'41 "E
9.27
C6
38.90
40.00
55.72
S34° 11' 09"W
37.39
C7
7.85
18.00
24.98
N72° 19'41"W
7.78
C8
40.57
40.00
58.11
N88° 53'46"W
38.85
C9
1.53
18.00
4.88
N87° 15'26"W
1.53
C10
28.27
18.00
90.00
S45° 18'09"W
25.46
C11
28.27
18.00
90.00
N44° 41' 51'W
25.46
C12
10.34
64.00
9.26
N850 04'09"W
10.33
C13
65.14
64.00
58.31
N51° 17'04"W
62.36
C14
24.78
64.00
22.19
N 11' 02' 05"W
24.63
C15
67.28
40.00
96.37
N18° 16'56"E
59.63
C16
9.41
18.00
29.96
N14° 55'22"W
9.31
C18
17.51
40.00
25.08
N79° 00'36"E
17.37
C20
1.02
18.00
3.23
S61 ° 21' 02"E
1.02
C21
20.05
40.00
28.71
S74° 05'29"E
19.84
C22
28.41
18.00
90.43
N45° 05' 06"E
25.55
C23
28.14
18.00
89.57
N44° 54'54"W
25.36
C24
8.40
18.00
26.73
S76° 19'57"E
8.32
C25
40.95
26.00
90.24
S45° 10'511,W
36.85
C26
28.14
18.00
89.57
N44° 54'54"W
25.36
C27
41.04
26.00
90.43
N45° 05' WE
36.91
C28
40.73
26.00
89.76
S44° 49'09"E
36.69
C29
28.41
18.00
90.43
N45° 05' 06"E
25.55
C30
28.20
18.00
89.76
S44° 49'l
25.40
C31
28.35
18.00
90.24
S45° 10'51"W
25.51
C32
28.14
18.00
89.57
N44° 54'54"W
25.36
C33
28.27
18.00
90.00
S45° 07'56"E
25.46
C34
21.10
52.00
23.25
S11'45'24"E
20.96
C35
54.75
52.00
60.33
S53° 32'38"E
52.26
C36
20.18
52.00
22.23
S85° 33' 31 "E
20.05
C37
20.21
52.00
22.26
N85° 09' 40"E
20.08
C38
58.91
52.00
64.91
N41 ° 34' 28"E
55.81
C40
52.16
52.00
57.47
N19° 36'54"W
50.00
C41
34.95
52.00
38.51
N67° 36' 12"W
34.29
C42
27.25
18.00
86.72
N43° 29'39"W
24.72
C43
28.41
18.00
90.43
N45° 05' 06"E
25.55
C44
28.20
18.00
89.76
S44° 49'09"E
25.40
C45
27.25
18.00
86.72
S43° 25' 16"W
24.72
C46
34.39
52.00
37.89
S67° 50' 14"W
33.77
C47
52.16
52.00
57.47
S20° 09'21"W
50.00
C48
59.77
52.00
65.86
S41 ° 30' WE
56.54
C49
69.00
52.00
76.03
N45° 18'40"E
64.05
C50
6.38
52.00
7.03
N3° 47'03"E
6.37
C51
28.35
18.00
90.24
N45° 10'51"E
25.51
0
13.00' ACHD EASEMENT
2.00' 5.00' 8.00'
1.75%+/-0.25% 2%
SEE PLANS FOR
CURB TYPE
2.00' I. 2.00'
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -709
Legend
Q
HAYDEN HOMES IDAHO, LLC
FOUND BRASS/ALUMINUM CAP
®
11.00'
5/8" IRON PIN WITH PLASTIC CAP
®
MERIDIAN, ID 83642
CALCULATED POINT
®
14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
FOUND 5/8" IRON PIN WITH PLASTIC CAP
0
6213 N. CLOVERDALE RD. 125
FOUND 1/2" IRON PIN WITH PLASTIC CAP
0
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
SET 1/2" IRON PIN WITH PLASTIC CAP
ss
ss
EXISTING SEWER
W
W
EXISTING WATER
CABLE
MERIDIAN, ID 83642
EXISTING CABLE
- -
-
EXISTING CENTERLINE
- - -
CITY OF MERIDIAN
EXISTING DITCH
EC
EG
EXISTING EDGE OF GRAVEL
EP
EP
EXISTING EDGE OF PAVEMENT
x
PUBLIC ROADWAYS
EXISTING FENCE
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EXISTING FIBER OPTICS
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EXISTING GAS
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EXISTING GRAVITY IRRIGATION
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EXISTING JOINT TRENCH
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13.00'
EXISTING OVERHEAD POWER
PI
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EXISTING PRESSURE IRRIGATION
So
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EXISTING STORM
T
SPRINKLERS ONLY)
EXISTING TELEPHONE
T/FO
EXISTING TELEPHONE & FIBER
TOE
TOE
EXISTING TOE OF SLOPE
TOB
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EXISTING TOP OF BANK
UGP
UGP
EXISTING UNDERGROUND POWER
ss
ss
PROPOSED SEWER
w
PROPOSED WATER
sD-SD
PROPOSED STORM DRAIN
PI
PI
PROPOSED PRESSURE IRRIGATION
IRR
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PROPOSED GRAVITY IRRIGATION
EP
EP
PROPOSED EDGE OF PAVEMENT
EG
EG
PROPOSED EDGE OF GRAVEL
sAwcur
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PROPOSED SAWCUT
- - - - -
- -
- PROPOSED DITCH CENTERLINE
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PROPOSED TOP OF BANK
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PROPOSED TOE OF SLOPE
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-- PUID EASEMENT
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EXISTING CONTOUR
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PROPOSED CONTOUR
EXISTING SIGN
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EXISTING MANHOLE
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EXISTING FIRE HYDRANT
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PROPOSED FIRE HYDRANT
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PROPOSED VALVE
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PROPOSED SAND AND GREASE TRAP
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CONCRETE CURB AND GUTTER
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CONCRETE
.• .• .•
IRRIGATION BOX
38.00' ROW
34.00' TBC TO TBC
C/L
17.00' I, 17.00'
2% 1 2%
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -702
OR,
6" VERTICAL CURB (TBC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -701
Parcels Included
S1129346700 - 20.18+/- ACRES
PARCEL # 1 2180 E. AMITY RD.
MERIDIAN, IDAHO 83646
Contacts
Notes
1. PRESENT ZONING = R-4; REQUESTED ZONING = R-4.
2. PRESENT LAND USE = BARE GROUND.
3. INTENDED USES: SINGLE FAMILY DETACHED RESIDENTIAL
4. A VARIANCE IS NOT BEING REQUESTED WITH THIS APPLICATION.
5. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE
ALL LOTS. THE PROJECT IS LOCATED WITHIN THE NAMPA MERIDIAN
IRRIGATION DISTRICT, WHO OWNS AND OPERATES THE BELLINGHAM
PARK SUB. AND ESTANCIA SUB. PRESSURE IRRIGATION SYSTEM. SAID
SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION
SERVICE TO THIS PROJECT.
6. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE
IRRIGATION.
7. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: MIKE
GREGORY (SEE CONTACT INFO. ON THIS SHEET)
8. TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND
INTERSECTIONS WILL BE MODERATE. A TRAFFIC IMPACT STUDY IS NOT
REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY MINDY
WALLACE OF ACHD ON 6-6-16.
9. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY
SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC
STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND
LANDSCAPING.
10. PUID EASEMENTS ARE AS SHOWN.
11. BUILDING SETBACKS SHALL BE PER M.C.C.
12. ALL BUILDABLE LOTS ARE LOCATED OUTSIDE OF ANY MAPPED 100 -YR
FLOODPLAIN. COMMON LOT 3, BLOCK 2 IS ENCUMBERED BY THE 100
YEAR FLOOD PLAIN AS SHOWN.
13. STREETS, CURBS, GUTTERS, AND SIDEWALKS WILL BE CONSTRUCTED
IN ACCORDANCE WITH THE ACHD AND CITY OF MERIDIAN STANDARDS.
14. SIDEWALKS WILL BE CONSTRUCTED AS SHOWN.
15. THE PROPOSED DEVELOPMENT WILL COMPLY WITH CITY ORDINANCES
16. STORMWATER FROM THE PUBLIC ROW WILL BE DISCHARGED INTO AN
ONSITE DETENTION POND LOCATED ON LOT 3, BLOCK 2.
17. LOTS 3,12 & 16 OF BLOCK 2; LOTS 11 OF BLOCK 5 ARE COMMON LOTS
THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION.
18. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN
BASED ON MARKET CONDITIONS.
19. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES.
20. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK
WITH 8 -FOOT PLANTER STRIPS.
0
rr
I. 13.00' ACHD EASEMENT
8.00' 5.00' 2.00'
2.00' 2.00'
1.75% +/- 0.25%
2%
3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN) SEE PLANS FORI
HAYDEN HOMES IDAHO, LLC
DEVELOPER
C/O MIKE GREGORY
11.00'
1406 N. MAIN ST. STE 114
4.0" THICKNESS OF Y," MINUS CRUSHED AGGREGATE BASE
MERIDIAN, ID 83642
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
ROSS ERICKSON, P.E.
14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
ERICKSON-CIVIL, INC.
ENGINEER
6213 N. CLOVERDALE RD. 125
ROW AREA = 21.21%
BOISE, IDAHO 83713
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
208.867.3954
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
CLINT HANSEN, PLS
PROFESSIONAL
LAND SOLUTIONS, INC.
FUTURE CURB,
231 E. 5TH ST., STE. A
LAND SURVEYOR
MERIDIAN, ID 83642
LU
T.208.288.2040
WATER & SEWER
3
CITY OF MERIDIAN
SERVICE PROVIDER
PRESSURE IRRIGATION
NMID
GREG CURTIS
SERVICE PROVIDER
208.466.0663
PUBLIC ROADWAYS
ADA COUNTY HIGHWAY DIST.
Notes
1. PRESENT ZONING = R-4; REQUESTED ZONING = R-4.
2. PRESENT LAND USE = BARE GROUND.
3. INTENDED USES: SINGLE FAMILY DETACHED RESIDENTIAL
4. A VARIANCE IS NOT BEING REQUESTED WITH THIS APPLICATION.
5. A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE
ALL LOTS. THE PROJECT IS LOCATED WITHIN THE NAMPA MERIDIAN
IRRIGATION DISTRICT, WHO OWNS AND OPERATES THE BELLINGHAM
PARK SUB. AND ESTANCIA SUB. PRESSURE IRRIGATION SYSTEM. SAID
SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION
SERVICE TO THIS PROJECT.
6. ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE
IRRIGATION.
7. PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: MIKE
GREGORY (SEE CONTACT INFO. ON THIS SHEET)
8. TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND
INTERSECTIONS WILL BE MODERATE. A TRAFFIC IMPACT STUDY IS NOT
REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY MINDY
WALLACE OF ACHD ON 6-6-16.
9. DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY
SEWER, DOMESTIC WATER, PRESSURIZED IRRIGATION, PUBLIC
STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND
LANDSCAPING.
10. PUID EASEMENTS ARE AS SHOWN.
11. BUILDING SETBACKS SHALL BE PER M.C.C.
12. ALL BUILDABLE LOTS ARE LOCATED OUTSIDE OF ANY MAPPED 100 -YR
FLOODPLAIN. COMMON LOT 3, BLOCK 2 IS ENCUMBERED BY THE 100
YEAR FLOOD PLAIN AS SHOWN.
13. STREETS, CURBS, GUTTERS, AND SIDEWALKS WILL BE CONSTRUCTED
IN ACCORDANCE WITH THE ACHD AND CITY OF MERIDIAN STANDARDS.
14. SIDEWALKS WILL BE CONSTRUCTED AS SHOWN.
15. THE PROPOSED DEVELOPMENT WILL COMPLY WITH CITY ORDINANCES
16. STORMWATER FROM THE PUBLIC ROW WILL BE DISCHARGED INTO AN
ONSITE DETENTION POND LOCATED ON LOT 3, BLOCK 2.
17. LOTS 3,12 & 16 OF BLOCK 2; LOTS 11 OF BLOCK 5 ARE COMMON LOTS
THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION.
18. DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN
BASED ON MARKET CONDITIONS.
19. SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES.
20. THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK
WITH 8 -FOOT PLANTER STRIPS.
0
rr
I. 13.00' ACHD EASEMENT
8.00' 5.00' 2.00'
2.00' 2.00'
1.75% +/- 0.25%
2%
3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN) SEE PLANS FORI
I 3" ROLLED CURB (TRC)
L
COMPACTED TO 95 % OF MAX THEORETICAL DENSITY (HVEEP.., CURB TYPE J
PER ACHD SUPPLEMENTAL
11.00'
STANDARD DRAWING SD -702
4.0" THICKNESS OF Y," MINUS CRUSHED AGGREGATE BASE
42.00' TO FACE OF SIDEWALK
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
OR,
14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
6" VERTICAL CURB (TBC)
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
PER ACHD SUPPLEMENTAL
ROW AREA = 21.21%
STANDARD DRAWING SD -701
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
65,407 SF
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
CONCRETE SIDEWALK
Typical 34 -Foot Local Street Section (Parki
37.00' LANDSCAPE BUFFER
25.00' COMMON LOT
5.00'
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1.00'
1.75% +/- 0.25%
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL 5.00'
STANDARD DRAWING SD -709
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD -709
on Both Sides)
E. Amity Rd. Street Section (72/96)
14.0'± (VARIES)
RETAIN EXISTING PAVEMENT
_ �_ _ ___ ____
„ c
o E Wrightwo
ad Or �N
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m
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-
IF Melwond St
E Pitkin Ave C K
lay Houses ro
E Oaulby St
E Raguga Ln - d
h
PROJECT SITE
3
E FrateUo 5f N
rasfPfdry
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a
n,
f�a Dr
fi
o,
E Amity Rd E Amity Rd E Am,ly 13. E Amity Rd E A...
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2 Jesae chrisT ae -T
Vicinity Ma
Development Features
ZONING: R-4(CURRENT)
OPEN
SPACE
CREDIT
R-4 ( PROPOSED)
48.00' HALF WIDTH ROW
11.00'
878,912 SF
TOTAL NUMBER OF BUIDLING LOTS =
42.00' TO FACE OF SIDEWALK
TOTAL NUMBER OF COMMON LOTS=
4 LOTS
GROSS LOT DENSITY=
3.72 LOTS/AC
36.00' FUTURE USTICK ROAD TBC
5.21 LOTS/AC
ROW AREA = 21.21%
T GRAVEL
COMMON LOT AREA= 7.44%
65,407 SF
BUILDING LOTAREA = 71.35%
13.00'
11.50- (VARIES) SHOULDEF
8,000 SF
FUTURE CURB,
8,361 SF
OPEN SPACE
GUTTER AND
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E. Amity Rd. Street Section (72/96)
14.0'± (VARIES)
RETAIN EXISTING PAVEMENT
_ �_ _ ___ ____
„ c
o E Wrightwo
ad Or �N
0
ro.
m
Ec?
y r
-
IF Melwond St
E Pitkin Ave C K
lay Houses ro
E Oaulby St
E Raguga Ln - d
h
PROJECT SITE
3
E FrateUo 5f N
rasfPfdry
s °O
a
n,
f�a Dr
fi
o,
E Amity Rd E Amity Rd E Am,ly 13. E Amity Rd E A...
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Vicinity Ma
Development Features
ZONING: R-4(CURRENT)
OPEN
SPACE
CREDIT
R-4 ( PROPOSED)
16,535
TOTALACERAGE: 20.18 AC =
878,912 SF
TOTAL NUMBER OF BUIDLING LOTS =
75 LOTS
TOTAL NUMBER OF COMMON LOTS=
4 LOTS
GROSS LOT DENSITY=
3.72 LOTS/AC
N ET DENSITY =
5.21 LOTS/AC
ROW AREA = 21.21%
186,444 SF
COMMON LOT AREA= 7.44%
65,407 SF
BUILDING LOTAREA = 71.35%
627,061 SF
MIN. LOT SIZE=
8,000 SF
AVERAGE LOT SIZE =
8,361 SF
OPEN SPACE CALCULATIONS
COMMON LOTS
25-FOOTAMITY RD. BUFFER (COMMON LOT)
12-FOOTAMITY RD. BUFFER (WITHIN ROW TO TBC)
COMMON LOT 2-3
DEDUCT FOR POND AREA ON LOT 2-3
COMMON LOT 2-16
INTERNAL PATHWAYS (2-12)
PED. CONN. TO AMITY RD. (5-11)
(1)
PLANTER STRIPS
(2) TOTAL PLANTER STRIP AREA WITH DWYS
DRIVEWAY AREA IN PLANTER STRIP
ACTUAL
AREA (SF)
OPEN
SPACE
CREDIT
OPEN
SPACE
AREA (SF)
16,535
50%
8,268
7,936
50%
3,968
251016
100%
25,016
(6,472)
100%
(61472)
18,271
100%
18,271
4,525
200%
9,050
1,140
100%
1,140
OPEN SPACE
59,241 SF
55,370 SF
WIDTH PLANTER DRIVEWAY
(FT) DEPTH (FT) AREA (SF)
2 CAR DWYS 19 20 8 3,040
SHARED 20' DWYS 1 20 8 160
3 CAR DWYS 54 32 8 13,824
(3) TOTAL DRIVEWAY AREA 17,024 SF
(4) PLANTER STRIP AREA CREDITED TO OPEN SPACE (2)-(3): 38,346 SF
(5) TOTAL OPEN SPACE PROVIDED (1) + (4): 97,587 SF
11.10%
NOTE: THE NMIDTEN MILE DRAIN EASEMENTWILLBE FENCEDATTHE NORTHEASTCORNER
OF THE PROPERTY AND THERE WILL NOT BE ACCESS TO THE EASEMENT AREA AREA FROM
WITHIN THE DEVELOPMENT. THE EASEMENT AREA WAS INCLUDED IN THE ABOVE OPEN
SPACE CALCULATION; HOWEVER, THE PROJECT STILL COMPLIES WITH THE 10% OPEN SPACE
REQUIREMENT WITHOUTTHE FENCED NMID EASEMENT AREA INCLUDED AS SHOWN
BELOW:
(6) NMID EASEMENT AREA AT NORTHEAST PROPERTY CORNER: 9638 SF
(7) ADJUSTED TOTAL OPEN SPACE PROVIDED (5) - (6): 87,949 SF
10.01%
Keyed Notes
1. 20 -FOOT WIDE SHARED DRIVEWAY WITHIN 25 -FOOT WIDE
CI
CROSS ACCESS EASEMENT. 5 -FOOT LANDSCAPE STRIP
PROVIDED ADJACENT TO DRIVEWAY - DRIVEWAY
aLANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME
CONSTRUCTION.
2. BUILDING ENVELOPE PER M.C.C.
3. WALKING PATH SIDEWALK CONNECTION.
CONTACT DIGUNE
48 -HOURS
BEFORE DIGGING
1-800-342-1585
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NUMBER:
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IDBI6017
DATE: 7-11-16
SHEET NUMBER:
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