PZ - Preliminary Plat RevisedEP DIAMOND RIDGE ESTATES SUBDIVISION
J EP NN 89°50'28" E 1522.50' y_ 1 Fq
EP rEPEP_ EP- EP _- EP - -�P --SEP �- --EP EP- �E�-�-- EP- SEP- SEP - EP 2
- EP - SEP-- `-
' - EP EP EP EP EP EP EP OF EP EP EP EP EP EP EP EP EP EP EP
i WEST LAKE HAZEL ROAD ` 1
N 1 BILK 1 48,973 S.F. 1394.53' 1.124 Ac. 1 BLK. 1
1 196.31'\2067'
114.00'
114.00'
114.00'
114.00'
114.00'
191.37' 230.18' ,
1
�t♦N
0.576 Ac. _ o 1.194 Ac.
,'J
0.551 Ac.
0.639 Ac.
12.27
h0 WI
WK�CH M PLACE
HAM CT
`7
- - - - -
7
26,174 S.F.
0
c 5
26,217 S.F.
4
26,253 S.F.
m
.SIN oog60.602
z x x x
R=56'
0.601 Ac.
Ac.
-0.603 Ac.
3
32,733 S.F. BLK. 2
BLK. 2833 S.F.
26,102 S.F.
26,138 S.F.
tO
108.00'
P
0.751 Ac.778
Ac.
°J 0.599 Ac.
a 0.600 Ac.iA2
1
12
30,317 S.F.
0.696 Ac.
8
7
56,423 S
S
4
25,354 S.F.
3
25,097 S.F.
vi 20' COMMON°78.719
1
S.F.
1.295 Ac
52,011 S.F.
24,531 S.F.
24,994 S.F.
(�
'
24.18-
N
1.807 Ac.
1
PEMBERLEY
LANE
193.93'
W)
0.563 Ac.
0.574 Ac.
`,0� 28j•3�.
114.00'
114.00
114.00'
a 114.00'
114.00"
30.95
1
15 a 9 N
10 7�
11
�0
25,084 S.F. m 52,011 S.F.
23,981 S.F.
326.5
�t♦N
0.576 Ac. _ o 1.194 Ac.
,'J
0.551 Ac.
0.639 Ac.
12.27
h0 WI
WK�CH M PLACE
HAM CT
`7
- - - - -
18371' 92.38'
112.59'
MJR 5' CONTOUR LINES
MNR 1' CONTOUR LINES
z x x x
R=56'
- - - - - - - - - -
184'2$' 110.00`
EP EP
EXISTING EDGE OF PAVEMENT
94.42'
PROPOSED ROLLED CURB
Og' 53.54'
106.00'
108.00'
108.00'
109.56'
108.44'
43.50'
1
0 l
1
12
30,317 S.F.
0.696 Ac.
8
7
6
S
4
25,354 S.F.
3
25,097 S.F.
\ 0
1
24,341 S.F.
o
52,011 S.F.
24,531 S.F.
24,994 S.F.
24,994 S.F.
'
24.18-
N
0.576 Ac.
'o
a I
�
18
193.93'
1.194 Ac.
0.563 Ac.
0.574 Ac.
0.574 Ac_
0.582 AS.
a_ j
-'
2
�\`ro.
54,459 S.F.
1.250 Ac.
j
BLK 2
�
I
t'1 N)
M
_
M
YY
-
M
M
31,869 S.F. '(r
0.732 Ac. o -
�
_
1 34.75
13
N
N
N
N
N
N
0 0.539 Ac.
198.47'
23,221 S.F.
6'
25
BLK, 3
N
1
- 0.533 Ac.
1 &K-3,
194.86'
108.44'_
8,895 S.F.
156.46' _ .
0.204 AC.
14.4 102.00'
106.00'
108.00'
108.00'
109.56'
112.59'
201.93'
98.57'
i 14 0 120.47'
N 90'00'00" W
607.18'-
22,396 S.F.
o Co
I�
0.514 Ac.
iI
m
1
15 a 9 N
10 7�
11
�0
25,084 S.F. m 52,011 S.F.
23,981 S.F.
27,848 S.F.
BENNET
0.576 Ac. _ o 1.194 Ac.
,'J
0.551 Ac.
0.639 Ac.
12.27
h0 WI
WK�CH M PLACE
HAM CT
`7
- - - - -
18371' 92.38'
112.59'
MJR 5' CONTOUR LINES
MNR 1' CONTOUR LINES
z x x x
R=56'
- - - - - - - - - -
184'2$' 110.00`
EP EP
EXISTING EDGE OF PAVEMENT
94.42'
PROPOSED ROLLED CURB
yPH
PROPOSED FIRE HYDRANT
vi
17 16
15
0
1
0 l
25,098 S.F.
o �0 27,491 S.F.
23,771 S.F.
8
LOT NUMBER
0.578 Ac. 0.631 Ac.
0.546 Ac.
14
N I
36.05' 0
24,341 S.F.
o
204.96' (n
o
0 0.559 Ac.
z 1
'
24.18-
N
o
a I
�
18
22,489 S.F. �? m
a_ j
o 0.516 Ac.
13.07 I 117.81'
110.34'
186.(
214.74' 182.87'
150.01'
�
_
1 34.75
N
1-
l0 15
23,465 S.F.
a 17
23,108 S.F. n
N
BLK. 3
0 0.539 Ac.
0.530 Ac.
-m
1 16.35' n
25
3
to a 14
1 23,664 S.F.
Mo I o 0.543 Ac.
O 1 220.75
Z
13
0 23,665 S.F
1 0.543 Ac.
6.89 36,827 S.F.
176.01' 0.345 Ac.
J o 18
22,850 S.F.
} i 0.525 Ac.
BLK. 3
Flo
12 I o
39,579 S.F. °0
0.909 Ac.
184.74' I W
I'o
13
39,909 S.F. o
0.916 Ac. o
0
100.01' 100.01' 73.85'
74.19'
N @.00' 36 40'
20 21 U) - a
1 22
19,527 S.F. 19,490 S.F. 24
1 o019 20,631 S.F.- a 30,563 S.F.
0.448 Ac. 0.447 Ac. c o
0 23 429 S.F. 0.474 Ac. No 0 702 Ac
LDS CHURCH
N 90°00'00" E
25 M
28,214 S.F. a
27
23 357 S.F.
48
0.6Ac.
0.536 Ac.
49.06" 62.56'
25.64'
0.634 Ac. 0
BENNET
51.83' 6�.
104.51'
EX -GRAVEL DRIVEWAY
12.27
100.01' 100.01' 73.85'
74.19'
N @.00' 36 40'
20 21 U) - a
1 22
19,527 S.F. 19,490 S.F. 24
1 o019 20,631 S.F.- a 30,563 S.F.
0.448 Ac. 0.447 Ac. c o
0 23 429 S.F. 0.474 Ac. No 0 702 Ac
LDS CHURCH
N 90°00'00" E
607.17'
196.67 203.4fi
28 0
-
27,601 S.F. 4'
29
0.634 Ac. 0
43,709 S.F.
PROPOSED 8" SEWER
1.003 Ac.
EX -GRAVEL DRIVEWAY
12.27
EX -WATERLINE
- - -
BLK. 3
30
34,758 S.F
0.798 Ac.
224.E
1 0.538 Aa N "� r 21,5931 S.F. f o / 104.33'
1 ' 20.00'
L J0.496 Ac. ^`� �2t29'
Io 12 `0 156.01' f BINGLEY DRIVE 100.18' 30' /
0 24,559 S.F. o 124_ o
1 0.564 Ac. - - - - - - - - _ 63" 31 32 1
1 220.76' R'aoo., Esq ti 26,405 S.F. 21,920 S.F,
\
186.10' 110.02' 110.02' 49.53 77.9 2, o• 0' / 0.606 Ac. 0.503 Ac.`
1 30t2'- -12.11' 83.2
g 6 7 6 �' �,� 27.78'1
39,048 S.F. 57,760 S.F. 57,760 S.F. 24,272 S.F. 72s ?4.96' I 72.47 47.7'
y 1.326 Ac. _ 0.557 Ac. �0 29•
1 li R,56, 0.896 Ac. 1.328 Ac. _ 5 R,2p0.o0 _ _
28,398 S.F. 0 258.44'
.n 61,172 S.F. W N 0.652 Ac.
I n 1.404 Ac. ® 4 97. 36'
BLK. rJ / \ 100.32' 47.71
3 O a 1` 49.45' J
CL Bg.P N 0 6274' 876,7, ^ 20.00' 15.73'
I 10 �A 36 a 4
n 29,324 S.F.s 1 70
rn.SB, O
0.673 Ac. 30,590 S.F. 3
20.Ss' 25 .Epi. �\ .g8, 0.702 Ac. 46,853 S.F.
40.81' 40.18' 118 �`_'/ �j. m 1.076 Ac.
g0 29.11' 233.46' 52.32'
1 22. 64.69 254.01' i�' E� ,`\ 13.42'
O 44.35' ------ FPR DERRY SUBDIVISION ��\ ?y
---- 1
67.
-
SUBDIVISION BOUNDARY
-�-�-
E)( -WATERLINE
-
PROPOSED CENTERLINE
W
PROPOSED 8" WATER
8"S
PROPOSED 8" SEWER
EG
EX -GRAVEL DRIVEWAY
12.27
EX -WATERLINE
- - -
SECTION LINE & CENTERLINE
- - - - -
PROPOSED GRAVITY IRRIGATION LINE
2685
MJR 5' CONTOUR LINES
MNR 1' CONTOUR LINES
z x x x
EXISTING FENCES
- - - - - - - - - -
EXISTING CANAL RIGHT-OF-WAY
EP EP
EXISTING EDGE OF PAVEMENT
-
PROPOSED ROLLED CURB
yPH
PROPOSED FIRE HYDRANT
PROPOSED WATER METER
,Bo
BLOW -OFF
0
PROPOSED 12' GAZEBO W/ PICNIC TABLE
Q.
10'X12 COVERED BIKE RACK
8
LOT NUMBER
EwLopmENT FEan
TOTAL PARCEL 53.50 ACRES
TOTAL LOTS 68
BUILDABLE LOTS 59
COMMON LOTS
3 -COMMON ALONG BOUNDARY STREET
LANDSCAPED LOTS TOTAL 80,992 Sq. Ft
(1.86 Ac.)
5 -COMMON LANDSCAPE INTERIOR LOTS
68,695 Sq. Ft. (1.58 Ac.)
PARKWAYS 80,400 Sq. Ft. (1.85) Ac.
I -COMMON LOT ALONG WATERWAY
60,693 Sf. Ft. (1.39 Ac.)
LANDSCAPED LOTS & PARKWAYS OPEN
SPACE TOTAL AREA 6.68 Ac.=(12.49%).
EXISTING TING�RUT
PROPOSED R-2
MIN. HOUSE SIZE 1,600 sf.
CITY OF MERIDIAN SEWER
CITY OF MERIDIAN WATER
�E�RIDIAN CITY
IRRIGATION DISTRICT
NEW YORK
FLOOD PLANE
PARCEL IS NOT IN THE FLOOD PLANE.
5'
EVA
ROLLED CURB (TYP.) CENTER CROWN BETWEEN CURBS
4' 0'G14- MINUS. J L2.5' ASPH.
CRUSHED GRAVEL r
3/4' MINUS
a CRUSHED GRAVEL
14.OF 6' MINUS
a
PIT
RUN
47' RIGHT -DF- WAY STREET SECTION
NTS.
N
1
w -4 PI
0 100 200 300 400
SCALE: 1"=100'
NOT
1.) ALL LOTS LINES COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC UTILITY AND MERIDIAN CITY STREET
LIGHT EASEMENT.
2.)A 10' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT IS ADJACENT TO THE EXTERIOR BOUNDARY.
3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE.
4.) SEWER SERVICES SHALL BE PROVIDED TO EACH BUILDABLE LOT THROUGH MERIDIAN CITY SEWER LINE LOCATED IN THE
STREETS.
5.) MERIDIAN CITY WATER MAIN LINES SHALL BE LOCATED IN THE STREETS & LOT 1 BLK. 1.
6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO A DRAIN DITCH.
7.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER.
8.) PRESSURIZED IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION BY HOME OWNER ASSOC.
9.) COMMON LOT1 BLOCK #1, SHALL HAVE A 40' WIDE SEWER & WATER LINE EASEMENT AND A PAVED 20' WIDE ASPHALT
EMERGENCY ACCESS AND SHALL BE LANDSCAPED AND MAINTAINED BY THE HOME OWNERS ASSOC.
10.) SETBACKS SHALL BE AS OUTLINED IN THE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING.
CODE.
11.) STREET SECTION TO BE AN ACRD STANDARD 47' RIGHHT-OF-WAY AND 33' STREET SECTION WITH 2' CONCRETE
ROLLED CURB.
12.) EXISTING IRRIGATION DITCHES ON THE INTERIOR OF THE PARCEL SHALL BE ABANDONED ALONG WITH THE EASEMENT AS
SHOWN.
13.) ALL FENCES ALONG THE BOUNDARY SHALL REMAIN.
14.) 7-COMMOM LOTS: LOT 1 BILK , 1, LOTS 26&37 BILK. 2, LOT 1 ELK. 3 AND LOTS 1,2&5 BLK.5.
pL L
W
Z
C27
%s
%s
0
W
0
a
9
JC'lf OF
ydRD G4
Z
0
A.
ti Cil � N
Waorn
FiZ
ED a
Z 0
a
Mil"INITY LAAP.
o
N
1
w -4 PI
0 100 200 300 400
SCALE: 1"=100'
NOT
1.) ALL LOTS LINES COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC UTILITY AND MERIDIAN CITY STREET
LIGHT EASEMENT.
2.)A 10' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT IS ADJACENT TO THE EXTERIOR BOUNDARY.
3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE.
4.) SEWER SERVICES SHALL BE PROVIDED TO EACH BUILDABLE LOT THROUGH MERIDIAN CITY SEWER LINE LOCATED IN THE
STREETS.
5.) MERIDIAN CITY WATER MAIN LINES SHALL BE LOCATED IN THE STREETS & LOT 1 BLK. 1.
6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO A DRAIN DITCH.
7.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER.
8.) PRESSURIZED IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION BY HOME OWNER ASSOC.
9.) COMMON LOT1 BLOCK #1, SHALL HAVE A 40' WIDE SEWER & WATER LINE EASEMENT AND A PAVED 20' WIDE ASPHALT
EMERGENCY ACCESS AND SHALL BE LANDSCAPED AND MAINTAINED BY THE HOME OWNERS ASSOC.
10.) SETBACKS SHALL BE AS OUTLINED IN THE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING.
CODE.
11.) STREET SECTION TO BE AN ACRD STANDARD 47' RIGHHT-OF-WAY AND 33' STREET SECTION WITH 2' CONCRETE
ROLLED CURB.
12.) EXISTING IRRIGATION DITCHES ON THE INTERIOR OF THE PARCEL SHALL BE ABANDONED ALONG WITH THE EASEMENT AS
SHOWN.
13.) ALL FENCES ALONG THE BOUNDARY SHALL REMAIN.
14.) 7-COMMOM LOTS: LOT 1 BILK , 1, LOTS 26&37 BILK. 2, LOT 1 ELK. 3 AND LOTS 1,2&5 BLK.5.
pL L
W
Z
C27
%s
%s
0
W
0
32
9
JC'lf OF
ydRD G4
Z
0
A.
EP
EP DIAMOND RIDGE ESTATES SUBDIVISION
I`\ W "'G\ EP N 89°50'28" E 1522.50' F__77
\ I
- EP EP N EP EP EP -� _E���EP
_EP J EP EP EP EP EP L4EP EP EP EP EP EP - 32
_ _
EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP o P
1 Ln WEST LAKE HAZEL ROAD Ln '
N 1 BLK. 1 48,973 S.F. N 1394.53' 1.124 Ac. 1 BLK. 1 N w W
7'
196.31'\F.
114.00'
114.00'
114.00'
(3
114.00'
1 14.00'
191.37' 230.18'
1
PROPOSED 8" WATER
17 0
'0
Q
EX -GRAVEL DRIVEWAY
'
00
25,098 S.F. �
SECTION LINE & CENTERLINE
E5
7
� I
5
4
MNR 1' CONTOUR LINES
ju
EXISTING FENCES
I
26,174 S.F.
0.601 Ac.
0
26,217 S.F.
2 6,2 53 S.F.
00
3
�IN 10
N g
N 8
N N
6
N 0.602 Ac.
0.603 Ac.
0 32,733 S.F. BLK. 2
�pI BLK. 2873 S.F.
00 26,102 S.F.
C°26,138 S.F.
`° co
10
`°
o
0.751 Ac.
2
,S 1 1778 Ac.
00 0.599 Ac.
0.600 Ac.
rn
22,489 S.F. �?
,
CL_
�S
0.516 Ac.
_
vi
20' COMMON
w
z
78807
Ac
I
�
Q
214.74
o'
AcF1.295
PEMBERLEY
AN
Ln
N
' 0
I23,465
114.00'
114.00'
114.00
114.00'
114.00'
30.95
12 �' 53.54
30,317 S.F. �`V� 8
0.696 Ac.
' 52,011 S.F
193.93' 1.194 Ac.
BLK. 2
13 `,
23,221 S.F. I �'
0.533 Ac. ,
194.86'
14.45'102.00'
14 C'o 0 120.47'
22,396 S.F. o to CoU
0.514 Ac.o c
8.19' o- o
204.00' _
15 _ g
' 25 084 S F ' ^ r- � � � - - .
10 , . . O
0 0.576 Ac. o
I� o
WICKHAM PLACE
183-91'
� 18428'
I
1
I0 12
o 24,559 S.F.
0.564 Ac.
12
39,579 S.F.
6� 0.909 Ac.
\s
13
39,909 S.F.
0.916 Ac.
326.50
11011
43.50'
2 0� s
31,869 S.F. o o,
0.732 Ac.
LDS CHURCH
1
54,459 S.F.
1.250 Ac.
40'
��)25'1
°; w24'
W
r; I
F.
l=l
I.
w
r
tI Iw
W
L
I
G.' I
w r
I,
I;.. n
4: z
�.5'I
w
� II
7a' �
w
II
LA
w w
I(
w
w Iw
w
0
Q
EP_ 0
Q0
W 00 LLI
I
0-) W
w
I 0
� 26,405 S.F. 21,920 S.Fo o
220.76 R -opo o' , 6 40^� 0.606 Ac. 0.503 Ac. o
186.10' 110.02' 110.02' 49.53 77. 92. w o
30I_2'f -12.1 1 ' 83.2 I o
' U
N 9 8 7 6 7' 27.78'
cA 39,048 S.F. 57,760 S.F. 57,760 S.F. 24,272 S.F. 72s �4. 96' 1 72 47' 47.71 ' I w v�
I 1.326 Ac. 1.326 Ac. 0.557 Ac. co 29' R,
1 w 56 0.896 Ac. Ln Ln 5 \ \0_0.00' w
11 R� cli28.398 S.F � 0 258.44'�
M 61 ,472 S.F. m N N 0.652 Ac. 97 36? I 04 Ac BLK. 5 � 6 100.3 w
00 N 62.74' 49.45 / 2 47.71
j N a 8 6• N ao S7.6� 20.00' 15.73' w l
10 �Q 6
I
/�4
29,324 S.F. �s� O 30,590 S.F. 3
c\j0.673 Ac. 20.56' '615 RP/�� 0.702 Ac. - 46,853 S.F. ' w
I 40.81 ' 40.18 1 P.� 1.076 Ac.
29.1 1 ' � � ` , � �
802 64.69' 233.46' 52.32 F�.��P'(�RP \ 9�' N r. cn I
0 2 44 35 254.01 ' Cid R 13.42' N w
-- -- -- -- G�. F PR DERRY SUBDIVISION >> `�' c o W
.61 38.77' NN
I
%% 52.92' cel W
w
67.79' 38' I
20'
0
60 693 1 N 60 I w
9>
SF o w
d3
w
II
LEGEND
- -
SUBDIVISION BOUNDARY
H20H20H20
EX -WATERLINE
-
PROPOSED CENTERLINE
W
PROPOSED 8" WATER
17 0
'0
EG
EX -GRAVEL DRIVEWAY
'
EX -WATERLINE
25,098 S.F. �
SECTION LINE & CENTERLINE
E5
PROPOSED GRAVITY IRRIGATION LINE
� I
MJR 5' CONTOUR LINES
0.576 Ac. `c
MNR 1' CONTOUR LINES
Z)
EXISTING FENCES
I
EXISTING CANAL RIGHT-OF-WAY
36.05'
o c
=
PROPOSED ROLLED CURB
co
co
FH
204.96'
Io
C)
,Bo
'
0
24.18'
CO
I�
10'X12 COVERED BIKE RACK
6
10
16
UD co
O C:)
22,489 S.F. �?
,
CL_
0
0.516 Ac.
a
w
z
13.07
I
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Q
214.74
A
34.75'-
N
' 0
I23,465
15
S.F.
I-
I c
o
0.539 Ac.
�
1
1 6.35'
u
220.74'
W
�
��
' o
14 z
L,n.
23,664 S.F. J
I 0
Y
J
0.543 Ac.
0o
I
m
}
220.75'_1117-
I
z
Io
k
13 w
23,665 S.F. m
0
0.543 Ac. w
C
220.75'
I
1
I0 12
o 24,559 S.F.
0.564 Ac.
12
39,579 S.F.
6� 0.909 Ac.
\s
13
39,909 S.F.
0.916 Ac.
326.50
11011
43.50'
2 0� s
31,869 S.F. o o,
0.732 Ac.
LDS CHURCH
1
54,459 S.F.
1.250 Ac.
40'
��)25'1
°; w24'
W
r; I
F.
l=l
I.
w
r
tI Iw
W
L
I
G.' I
w r
I,
I;.. n
4: z
�.5'I
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7a' �
w
II
LA
w w
I(
w
w Iw
w
0
Q
EP_ 0
Q0
W 00 LLI
I
0-) W
w
I 0
� 26,405 S.F. 21,920 S.Fo o
220.76 R -opo o' , 6 40^� 0.606 Ac. 0.503 Ac. o
186.10' 110.02' 110.02' 49.53 77. 92. w o
30I_2'f -12.1 1 ' 83.2 I o
' U
N 9 8 7 6 7' 27.78'
cA 39,048 S.F. 57,760 S.F. 57,760 S.F. 24,272 S.F. 72s �4. 96' 1 72 47' 47.71 ' I w v�
I 1.326 Ac. 1.326 Ac. 0.557 Ac. co 29' R,
1 w 56 0.896 Ac. Ln Ln 5 \ \0_0.00' w
11 R� cli28.398 S.F � 0 258.44'�
M 61 ,472 S.F. m N N 0.652 Ac. 97 36? I 04 Ac BLK. 5 � 6 100.3 w
00 N 62.74' 49.45 / 2 47.71
j N a 8 6• N ao S7.6� 20.00' 15.73' w l
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I 40.81 ' 40.18 1 P.� 1.076 Ac.
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-- -- -- -- G�. F PR DERRY SUBDIVISION >> `�' c o W
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LEGEND
- -
SUBDIVISION BOUNDARY
H20H20H20
EX -WATERLINE
-
PROPOSED CENTERLINE
W
PROPOSED 8" WATER
8"S
PROPOSED 8" SEWER
EG
EX -GRAVEL DRIVEWAY
12'W
EX -WATERLINE
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SECTION LINE & CENTERLINE
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PROPOSED GRAVITY IRRIGATION LINE
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MJR 5' CONTOUR LINES
MNR 1' CONTOUR LINES
x x x x
EXISTING FENCES
- -
EXISTING CANAL RIGHT-OF-WAY
EP EP
EXISTING EDGE OF PAVEMENT
PROPOSED ROLLED CURB
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FH
PROPOSED FIRE HYDRANT
PROPOSED WATER METER
,Bo
BLOW -OFF
0
PROPOSED 12' GAZEBO W/ PICNIC TABLE
0
10'X12 COVERED BIKE RACK
6
LOT NUMBER
DEVELOPMENT FEATURES:
ACREAGE
TOTAL PARCEL 53.50 ACRES
TOTAL LOTS 68
BUILDABLE LOTS 59
COMMON LOTS
3 -COMMON ALONG BOUNDARY STREET
LANDSCAPED LOTS TOTAL 80,992 Sq. Ft.
(1.86 Ac.)
5 -COMMON LANDSCAPE INTERIOR LOTS
68,695 Sq. Ft. (1.58 Ac.)
PARKWAYS 80,400 Sq. Ft. (1.85) Ac.
I -COMMON LOT ALONG WATERWAY
60,693 Sf. Ft. (1.39 Ac.)
LANDSCAPED LOTS & PARKWAYS OPEN
SPACE TOTAL AREA 6.68 Ac.=(12.49%).
ZONING
EXISTING RUT
PROPOSED R-2
MIN. HOUSE SIZE 1,600 sf.
SEWER DISPOSAL
CITY OF MERIDIAN SEWER
WATER SUPPLY
CITY OF MERIDIAN WATER
CITY
MERIDIAN CITY
IRRIGATION DISTRICT
NEW YORK
FLOOD PLANE
PARCEL IS NOT IN THE FLOOD PLANE.
1
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4" OF 3/4" MINUS J
CRUSHED GRAVEL
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N I /1 T F- (-`
7'
- 8'
PARKWAY
47'
16.5' 16.5'
2' ROLLED CURB (TYP,) CENTER CROWN BETWEEN CURBS
L- 2.5' ASP H.
4" OF 3/4" MINUS
CRUSHED GRAVEL
14" ❑F 6" MINUS
PIT RUN
47' RIGHT -OF- WAY STREET SECTION
N.T.S.
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S
0 100 200 300 400
SCALE: 1 "=100'
7'
8 -
PARKWAY
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1.) ALL LOTS LINES COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC UTILITY AND MERIDIAN CITY STREET
LIGHT EASEMENT.
2.) A 10' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT IS ADJACENT TO THE EXTERIOR BOUNDARY.
3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE.
4.) SEWER SERVICES SHALL BE PROVIDED TO EACH BUILDABLE LOT THROUGH MERIDIAN CITY SEWER LINE LOCATED IN THE
STREETS.
5.) MERIDIAN CITY WATER MAIN LINES SHALL BE LOCATED IN THE STREETS & LOT 1 BLK. 1.
6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO A DRAIN DITCH.
7.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER.
8.) PRESSURIZED IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION BY HOME OWNER ASSOC.
9.) COMMON LOT 1 BLOCK #1, SHALL HAVE A 40' WIDE SEWER & WATER LINE EASEMENT AND A PAVED 20' WIDE ASPHALT
EMERGENCY ACCESS AND SHALL BE LANDSCAPED AND MAINTAINED BY THE HOME OWNERS ASSOC.
10.) SETBACKS SHALL BE AS OUTLINED IN THE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING
CODE.
11.) STREET SECTION TO BE AN ACHD STANDARD 47' RIGHHT-OF-WAY AND 33' STREET SECTION WITH 2' CONCRETE
ROLLED CURB.
12.) EXISTING IRRIGATION DITCHES ON THE INTERIOR OF THE PARCEL SHALL BE ABANDONED ALONG WITH THE EASEMENT AS
SHOWN.
13.) ALL FENCES ALONG THE BOUNDARY SHALL REMAIN.
14.) 7-COMMOM LOTS: LOT 1 BLK. 1, LOTS 26&37 BLK. 2, LOT 1 BLK. 3 AND LOTS 1,2&5 BLK.5.
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