PZ - Revised Pre-plats
25
'
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P
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BU
F
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5
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'
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U
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80'
BLOCK 1
BLOCK 1
13
12111098
7
12
BLOCK 1
56
BLOCK 1 BLOCK 1
12
11
10
9
8
7
BLOCK 2
S0
°
0
5
'
1
6
"
E
22
7
.
2
3
'
5
0
'
L
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C
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P
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586'
P/L P/L
15
'
P
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U
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E
.
15
'
P
.
U
.
E
.
13
63448 SF
1.46 AC
20
503526 SF
11.56 AC
15
110728 SF
2.54 AC
19
90579 SF
2.08 AC18
80977 SF
1.86 AC1
138346 SF
3.18 AC
17
74056 SF
1.70 AC
3
174754 SF
4.01 AC
7
308569 SF
7.08 AC
12
63448 SF
1.46 AC
8
236728 SF
5.43 AC
11
36180 SF
0.83 AC
14
59308 SF
1.36 AC
4
82202 SF
1.89 AC
6
31533 SF
0.72 AC
10
16191 SF
0.37 AC
9
60072 SF
1.38 AC5
53527 SF
1.23 AC
48
7
'
343'
432'155'
8 1 8 '
260'
121'130'130'230'
406'
30
8
'
97'
63
'
110'
1
8
5
'
144'
44'227'
275'
236'463'
62
5
'
67
6
'
144'
57
4
'
135'135'
52
3
'
52
3
'
135'
48
8
'
227'
48
8
'
48
8
'
122'130'
48
8
'
26
1
'
130'
15
7
'
70
'
230'
70
'
15
6
'
92
'
230'
15
7
'
230'343'
343'
24
0
'
343'
92
'
50
7
'
341'
5 4 6 '
2
44130 SF
1.01 AC
234'
18
8
'
198'
N82°19'49"E 9
4
0
.
7
8
'
N85°31'35"E 235.94'
N89°44'38"E 462.87'
S0
°
0
5
'
2
5
"
E
1
0
9
9
.
6
5
'
S89°37'58"W 1339.34'
N89°14'57"W 1163.59'
Curve Table
Curve #
C1
Length
1364.64'
Radius
1050.47'
Delta
74°25'54"
Chord Direction
S43°14'27"W
Chord Length
1270.69'
C1
P
/
L
P
/
L
P/L
P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/L
P/L
P/L
P/L P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
P/L P/L P/L P/L
P
/
L
P
/
L
P
/
L
RO
W
ROW
ROW
ROW
R
O
W
30' LANDSCAPE
BUFFER
16
67495 SF
1.55 AC
529'
97'
143'
144'
24
0
'
15
6
'
26
1
'
18
9
'
31
8
'
19
'
612'
42
3
'
50
'35
'
17'17'
FBC_S1/4
102
2661.71
FAC_CL_18?+21.84
103
2661.75
S0
°
0
5
'
1
3
"
E
13
2
6
.
6
9
'
S-16S-16
FD_CSZLD X
104
2655.58
105106
FD_CSZLD X
2656.97
S-16
N0
°
4
0
'
5
4
"
W
13
2
6
.
8
6
'
H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\Preliminary Plat\ID-1336-1808_PP.dwg - Layout1 - 5/22/2019 03:39pm, tims
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1 OF 3
VICINITY MAP
N.T.S.
LIST OF DRAWINGS
PP1.0 LOT DIMENSIONS
PP2.0 SURFACE FEATURES/UTILITIES
PP3.0 SITE PLAN EXHIBIT
NOTES:
1.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC
WATER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER MAINS SHALL BE
CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO PROVIDE SERVICE TO
THE SUBDIVISION.
2.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY
SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SANITARY SEWER MAINS
SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN SANITARY SEWER MAINS TO
PROVIDE SERVICE TO THE SUBDIVISION.
3.A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED BY THE DEVELOPER, OR
ASSIGNED, WILL BE INSTALLED TO SERVE THE LOTS.
4.THIS PROPERTY IS NOT WITHIN A MAPPED SFHA AS SHOWN ON THE FLOOD INSURANCE
RATE MAP. COMMUNITY PANEL NO. 16001C0231 H, WHICH BEARS AN EFFECTIVE DATE
OF FEBRUARY 19, 2003.
5.THE STREETS AS SHOWN WILL BE DEDICATED TO THE PUBLIC AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE ADA COUNTY HIGHWAY
DISTRICT STANDARDS.
6.STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND
SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDIAN, ACHD, AND NAMPA
MERIDIAN IRRIGATION DISTRICT REQUIREMENTS.
7.DIRECT ACCESS FROM ANY COMMERCIAL LOT TO I-84 IS PROHIBITED EXCEPT AS
SPECIFICALLY APPROVED BY THE AGENCY HAVING JURISDICTION.
8.MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN
APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF
INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED.
9.THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805
CONCERNING IRRIGATION USE.
10.THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, 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, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN
OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
11.ALL LOTS IN THIS SUBDIVISION ARE SUBJECT TO CROSS ACCESS AND PARKING
EASEMENTS.
12.PRESSURIZED IRRIGATION LINES TO BE CONTAINED WITHIN 10' MINIMUM EASEMENT
WHEN LOCATED OUTSIDE OF PUBLIC UTILITY EASEMENT.
I-84
ENGINEER:OWNER:
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR., SUITE 210
MERIDIAN, ID 83642
(208) 436-4197
CONTACT: ROB SUNDERLAGE, PE
JEWEL SUBDIVISION
BOOK 34, PAGE 2056-2057
OXYGEN SUBDIVISION No. 1
BOOK 113, PAGE
16695-16699
RO
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H
O R R O C
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SN
FOR
PRELIMINARY PLAT
RACKHAM SUBDIVISION
LOCATED IN THE N. 1/2 OF THE S.W. 1/4 OF SECTION 16, T 3 N., R.1 E. B.M. CITY OF
MERIDIAN, ADA COUNTY, IDAHO
-2019-
0 100'200'
SCALE: 1" = 100'
OXYGEN SUBDIVISION No. 3
BOOK 113, PAGE
16706-16708
ROW
LOT LINE
ROAD RIGHT-OF-WAY
SUBDIVISION BOUNDARY LINE
LEGEND
LOT NUMBER1
BLOCK NUMBERBLOCK
SECTION LINE
SECTION CORNER
STREET CENTERLINE
P.U.E & ACCESS EASEMENTS
CALCULATED POINT
EXISTING TOP OF BANKtob
EXISTING EASEMENT AS NOTED
PUBLIC UTILITY EASEMENTP.U.E.
RIGHT-OF-WAYR.O.W.
EMERGENCY ACCESS EASEMENT
W 1/4 COR SEC. 16
FOUND BRASS CAP
CP&F INST. No. 110054175
PLS 827 C 1/4 COR SEC. 16
FOUND ALUMINUM CAP
CP&F INST. No. 100071537
PLS 827
S 1/4 COR SEC. 16
FOUND BRASS CAP
CP&F INST. No. 108008840
FOUND BRASS CAP
SOUTHWEST CORNER
SECTION 16
CP&F INST. No. 103135428
BVA DEVELOPMENT
c/o: TOMMY AHLQUIST
MERIDIAN, ID 83642
S.
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I-84 EAST BOUND
ACREAGE SUMMARY
TOTAL - 52.70 ACRES
C-G
ZONING
MERIDIAN WATER DIVISION
SEWER PROVIDER
ROADWAY JURISDICTION
A.C.H.D.
NAMPA MERIDIAN IRRIGATION
DISTRICT. PRECINCT 1
IRRIGATION DISTRICT
BUILDABLE = 20
COMMON = 0
LOT SUMMARY
MERIDIAN WASTEWATER DIVISION
WATER PROVIDER
PROJECT SITE
3
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30' P.U.E. AND
ACCESS EASEMENT
30' ACCESS
EASEMENT
32
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ACCESS EASEMENT
30
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FUTURE EMERGENCY ACCESS EASEMENT
ACROSS ADJACENT PARCEL
ACHD STORM DRAIN
EASEMENT
60'
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PUMP HOUSE EASEMENT
8'' SS
8'' SS
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'
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8'
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10'' W
10'' W 10'' W 10'' W
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13
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7
6
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BLOCK 1
56
BLOCK 1 BLOCK 1
12
11
10
9
8
7
BLOCK 2
P/L P/L
13
63448 SF
1.46 AC
20
503526 SF
11.56 AC
15
110728 SF
2.54 AC
19
90579 SF
2.08 AC18
80977 SF
1.86 AC1
138346 SF
3.18 AC
17
74056 SF
1.70 AC
3
174754 SF
4.01 AC
7
308569 SF
7.08 AC
12
63448 SF
1.46 AC
8
236728 SF
5.43 AC
11
36180 SF
0.83 AC
14
59308 SF
1.36 AC
4
82202 SF
1.89 AC
6
31533 SF
0.72 AC
10
16191 SF
0.37 AC
9
60072 SF
1.38 AC5
53527 SF
1.23 AC
2
44130 SF
1.01 AC
B
E
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X X X X X X X X X X
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1.55 AC
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ONYX STREET
30' EASEMENT
JEWEL SUBDIVISION
BOOK 34, PAGE 2056-2057
OXYGEN SUBDIVISION No. 1
BOOK 113, PAGE 16695-16699
OXYGEN SUBDIVISION No. 3
BOOK 113, PAGE 16706-16708
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0 100'200'
SCALE: 1" = 100'
PAVED ACCESS ROAD
I-84
ONYX STREET
30' EASEMENT
EXISTING 16" PUBLIC
WATERLINE
I-84 EASTBOUND
ONRAMP
EXISTING IRRIGATION
DITCH TO BE REMOVED
EXISTING 8"
SANITARY LINE
EXISTING 8" WATER
LINE
10" WATER
LINE, TYP.
8" SAN. LINE, TYP.
8" SAN. LINE
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STORM DRAIN INLET,
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TIE WATER LINE INTO
EXISTING 16"
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8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" SAN. LINE
STUB TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
8" SAN. LINE
STUB TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
8" WATER LINE
STUB, TYP.
EXISTING 8" WATER
LINE
15" GRAVITY IRRIGATION
15" GRAVITY IRRIGATION
DRAIN LINE
IRRIGATION DIVERSION
BOX
PUMP HOUSE
8" PRESSURE
IRRIGATION
8" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION
6" PRESSURE
IRRIGATION6" PRESSURE
IRRIGATION
WASTE LINE
DISCHARGE8" PRESSURE
IRR. STUB
IRRIGATION SOURCE:
RIDENBAUGH CANAL TAP 1045
P/
L
P/
L
P/
L
1
1
2
2
3
3
4
4
5
5
6
6
7
7
A
A
B
B
C
C
D
D
P/L P/L P/LP/L
P/L P/L
SLOPE
SLOPE
SLOPE
MTR
CO
XFMR
1
2
3
4
5
6
7
8
A
B
C
D
y1
x2
x2
x1
x3
1
1
2
2
3
3
4
4
6
6
7
7
A
A
B
B
C
C
D
D
5
5
8'' SS
8'' SS
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'
'
S
S
8'
'
S
S
10'' W
10'' W
10'' W 10'' W 10'' W
S
S
S
S
S
S
S
S
S
S
S
S
s
W
W
S
W
W
10
'
'
W
S
I
R
R
I
R
R
I
R
R
I
R
R
I
R
R
I
R
R
I
R
R
I
R
R
I
R
R
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
PI
PI
PI
PI
PI
PI
P
I
P
I
P
I
P
I
PI PI
P
I
P
I
IR
13
12111098
7
12
BLOCK 1
56
BLOCK 1 BLOCK 1
12
11
10
9
8
7
BLOCK 2
P/L P/L
13
63448 SF
1.46 AC
20
503526 SF
11.56 AC
15
110728 SF
2.54 AC
19
90579 SF
2.08 AC18
80977 SF
1.86 AC1
138346 SF
3.18 AC
17
74056 SF
1.70 AC
3
174754 SF
4.01 AC
7
308569 SF
7.08 AC
12
63448 SF
1.46 AC
8
236728 SF
5.43 AC
11
36180 SF
0.83 AC
14
59308 SF
1.36 AC
4
82202 SF
1.89 AC
6
31533 SF
0.72 AC
10
16191 SF
0.37 AC
9
60072 SF
1.38 AC5
53527 SF
1.23 AC
2
44130 SF
1.01 AC
Curve Table
Curve #
C1
Length
1364.64'
Radius
1050.47'
Delta
74°25'54"
Chord Direction
S43°14'27"W
Chord Length
1270.69'
B
E
L
X X X X X X X X X X
X
X
X X
X
X
X
X X
X X X X X X X X X X X X X X X X X X
X X
X X X X X X X X X X
X X X
X
to
e
to
e
X
X X
XX
X
X X X X X X X X X X
X
X X X X X X X X X X
X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
toetoetoetoetoetoetoetoe
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X
X X
X X
toe
to
e
t
o
e
to
e
t
o
e
to
e
to
e
to
e
to
e
P
/
L
P
/
L
P/L
P/L
P/
L
P/
L
P/
L
P/
L
P/
L
P/
L
P/L P/L P/L P/L P/L P/L
P/L
P/L
P/L
P/L P/L
P
/
L
P
/
L
P
/
L
P
/
L
P
/
L
P
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L
P
/
L
P
/
L
P
/
L
P
/
L
P/
L
P/
L
P/
L
P/
L
P/
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P/
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P/
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P/
L
P/
L
P/
L
P
/
L
P
/
L
P
/
L
P/L
P/L
P/L P/L
P/
L
P/
L
P/
L
P/
L
P/L
P/
L
P/L
P/
L
P/
L
P/
L
P/L P/L P/L P/L
P
/
L
P
/
L
P
/
L
RO
W
ROW
ROW
ROW
R
O
W
16
67495 SF
1.55 AC
S0
°
0
5
'
1
3
"
E
13
2
6
.
6
9
'
N0
°
4
0
'
5
4
"
W
13
2
6
.
8
6
'
H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\Preliminary Plat\ID-1336-1808_PP.dwg - Layout3 - 5/22/2019 03:43pm, tims
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1 OF 3
I-84
JEWEL SUBDIVISION
BOOK 34, PAGE 2056-2057
OXYGEN SUBDIVISION No. 1
BOOK 113, PAGE
16695-16699
RO
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FOR
PRELIMINARY PLAT
RACKHAM SUBDIVISION
LOCATED IN THE N. 1/2 OF THE S.W. 1/4 OF SECTION 16, T 3 N., R.1 E. B.M. CITY OF
MERIDIAN, ADA COUNTY, IDAHO
-2019-
0 100'200'
SCALE: 1" = 100'
OXYGEN SUBDIVISION No. 3
BOOK 113, PAGE
16706-16708
ROW
LOT LINE
ROAD RIGHT-OF-WAY
SUBDIVISION BOUNDARY LINE
LEGEND
LOT NUMBER1
BLOCK NUMBERBLOCK
SECTION LINE
SECTION CORNER
STREET CENTERLINE
P.U.E & ACCESS EASEMENTS
CALCULATED POINT
EXISTING TOP OF BANKtob
EXISTING EASEMENT AS NOTED
PUBLIC UTILITY EASEMENTP.U.E.
RIGHT-OF-WAYR.O.W.
EMERGENCY ACCESS EASEMENT
W 1/4 COR SEC. 16
FOUND BRASS CAP
CP&F INST. No. 110054175
PLS 827 C 1/4 COR SEC. 16
FOUND ALUMINUM CAP
CP&F INST. No. 100071537
PLS 827
S 1/4 COR SEC. 16
FOUND BRASS CAP
CP&F INST. No. 108008840
FOUND BRASS CAP
SOUTHWEST CORNER
SECTION 16
CP&F INST. No. 103135428
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ACROSS ADJACENT PARCEL
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EASEMENT
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