HomeMy WebLinkAboutCC - Final Plat 30'
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5.435 AC
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BLOCK 2
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S89°14'57"E 611.90'
N69°57
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S89°14'55"E 270.83'
S89°35'50"E 462.86'
N89°14'57"W 315.77'
N89°14'57"W 315.77'
N89°14'57"W 662.06'
N89°14'57"W 192.97'
S89°14'57"E 1188.36'
S89°14'57"E 495.90'
N89°14'45"W 115.14'
S89°14'57"E 85.24'
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N89°13'45"W 1339.31'
11
0.308 AC
17
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19
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182.11'
21
11.559 AC
230.40'130.00'130.00'121.50'
S0
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226.79'44.04'
97.29'
144.40
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144.40
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143.32
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143.92'
130.00'130.00'121.50'226.79'135.00'135.00'135.00'
S89°14'57"E
110.29'
S89°14'57"E
96.99'
S9
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259.79'
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
Length
13.74'
13.74'
63.00'
30.00'
20.90'
18.31'
47.18'
65.36'
19.02'
Direction
N45°00'00"E
S45°00'00"W
S0°45'03"W
S0°00'00"E
N81°39'41"E
N81°39'41"E
S75°13'16"W
S75°13'16"W
S0°45'03"W
Line Table
Line #
L10
Length
24.53'
Direction
N0°45'03"E
EAST OVERLAND ROAD
PROJECT # ID-1336-1808
SHEET 1 OF 5
DRAWN: 10/18/2019
BOOK ______ PAGE ______
BASIS OF BEARINGS:
0 100'200'
SCALE: 1" = 100'
H
O R R O C
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S
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G I N E E R
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UNPLATTED
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED
BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE
CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY
DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS
AND CORNER PERPETUATION AND FILINGS.
FRITZ BROWNELL P.L.S. 8960
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O R P
ISSEF
LANO A
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REETIGES
698
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D
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RITZ BRO W N E L L
2775 W. Navigator Dr.,
Suite 210
Meridian, ID 83642
(208) 895-2520
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JEWEL SUBDIVISION
BOOK 34, PAGE
2056-2057
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C 1/4 COR P.L.S 4998
CP&F INST. No. 100071537
SEC 21
C.P.&F. INST. No. 108008840
INTERSTATE 84
P.O.B.
P.L.S. 4998
P.L.S. 4998
FOUND ILLEGIBLE 1/2" IRON ROD
REHABILITATED WITH 5/8" IRON
ROD AND PLASTIC CAP
CP&F INST. No.
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C.P.&F. INST. No.
80'
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CP&F INST. No.
P.L.S. 16642
30
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30
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30
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THE WEST BOUNDARY OF THE S.W. 1/4 OF SECTION 16, T. 3N.,
R.1E., B.M. BETWEEN FOUND MONUMENTS AS N.00°40'51"W.
ESTABLISHED USING A STATIC GPS OBSERVATION AND
PROCESSED USING AN OPUS SOLUTION.
BEARINGS ARE GRID, DISTANCES ARE GROUND.
P.O.C.
RAMP B-C EAG
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SEC 16
SEC 21
SEC 16
ILLEGIBLE 5/8"
IRON ROD
46
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2
7
'
DETAIL "B"
SHEET 4 OF 5
FOUND ILLEGABLE CAP ON 5/8"
IRON ROD REHABILITATED
WITH PLASTIC CAP, P.L.S. 8960
N
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POSITION
17
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DETAIL "A"
SHEET 3 OF 5
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1/4
W. 1/16
BLOCK 1
BLOCK 1
DRAWN BY: A. CLEMENTS
(P
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S89°14'36"E 2662.54'
1346.08'
FOR REVIEW ONLY
30
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1
LOT LINE
SUBDIVISION BOUNDARY
LOT NUMBER1
SECTION LINE
FOUND BRASS MONUMENT AS NOTED
CALCULATED POINT, NOTHING SET OR FOUND
SET 5/8" REBAR W/PLASTIC CAP MARKED
HORROCKS PLS 8960
SET 1/2" REBAR WITH PLASTIC CAP MARKED
ESMT PLS 8960
POINT OF BEGINNINGP.O.B.
POINT OF COMMENCEMENT P.O.C.
LEGEND:
EASEMENT AS NOTED AND REFERENCED
FOUND 5/8 REBAR AS NOTED
FOUND ALUMINUM CAP MONUMNET AS NOTED
ADJOINING PROPERTY LINES
KEY NOTE REFERENCE TO
EASEMENT DEFINITION. SEE
SHEET 3 OF 5
NOT TO SCALE
FENCEXX
S0
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30.00'
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(N.T.S.)
(N.T.S.)
(N.T.S.)C-W 1/16
1
3.176 AC
2
1.013 AC
3
4.012 AC 5
1.229 AC
6
0.724 AC
7
7.084 AC
8
5.435 AC
9
1.379 AC
1.457 AC
S89°14'57"E
342.75'
92
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0
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6
1
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BLOCK 1
56
N82°19'50"E
9
4
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S89°14'57"E 586.28'
S89°14'57"E 611.90'
N0
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N89°14'57"W 536.44'
N89°14'57"W 356.25'N89°14'57"W 173.52'
N89°14'57"W 315.77'
N89°14'57"W 315.77'
S89°15'23"E 200.83'
S89°15'23"E 259.11'
N89°14'45"W 115.14'
S89°14'57"E 85.24'
N89°14'56"W 1163.58'
15'
N0
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64.72'
2
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1.738 AC 12
0.631 AC
&
1
C2
C3
C5
C6
C7
C8
C9C10
C11C12
L5L6
L7
L8
L9
L10
11
0.308 AC
C4
182.11'
23
9
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3
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45.85'
N0
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5
1
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13
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N89°14'56"W 175.92'
230.40'
N89°14'57"W 230.40'
S89°14'57"E
342.75'
11
5
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77
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15
6
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92
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77
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S89°14'57"E 230.40'
N0
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18
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N89°14'57"W
234.11'
S89°14'57"E
342.75'
431.71'154.57'
31
8
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5
0
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18
8
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276.04'234.11'151.75'308.51'
S0
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259.79'
Curve Table
Curve #
&1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
Length
1364.64'
546.28'
35.64'
26.06'
818.36'
129.35'
202.46'
44.65'
45.08'
34.24'
29.17'
32.78'
51.05'
43.20'
38.36'
20.65'
Radius
1050.47'
1050.47'
1050.47'
1050.47'
1050.47'
1017.00'
975.00'
1016.00'
169.00'
216.00'
184.00'
66.00'
32.50'
27.50'
24.09'
12.59'
Delta
74°25'54"
29°47'45"
1°56'39"
1°25'17"
44°38'09"
7°17'14"
11°53'52"
2°31'05"
15°16'58"
9°04'57"
9°04'57"
28°27'40"
90°00'00"
90°00'00"
91°14'06"
94°00'03"
Chord Direction
S43°14'27"W
N20°55'22"E
S33°25'38"W
N35°06'36"E
N58°08'19"E
S85°04'53"W
S83°41'49"W
N76°43'12"E
N83°06'08"E
N86°12'09"E
N86°12'09"E
N76°30'47"E
S45°45'03"W
N44°14'57"W
N35°55'33"E
S42°05'16"E
Chord Length
1270.69'
540.15'
35.64'
26.06'
797.82'
129.26'
202.10'
44.65'
44.94'
34.20'
29.14'
32.45'
45.96'
38.89'
34.43'
18.41'
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
Length
13.74'
13.74'
63.00'
30.00'
20.90'
18.31'
47.18'
65.36'
19.02'
Direction
N45°00'00"E
S45°00'00"W
S0°45'03"W
S0°00'00"E
N81°39'41"E
N81°39'41"E
S75°13'16"W
S75°13'16"W
S0°45'03"W
Line Table
Line #
L10
Length
24.53'
Direction
N0°45'03"E
PROJECT # ID-1336-1808
SHEET 2 OF 5
DRAWN: 10/18/2019
BOOK ______ PAGE ______
0 100'200'
SCALE: 1" = 100'
H
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G I N E E R
SN
UNPLATTED
FRITZ BROWNELL P.L.S. 8960
L
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V
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Y
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O R P
ISSEF
LANO A
R D
REETIGES
698
S
U
OHADIFOET
A
T
S
0
D
F
RITZ BR O W N E L L
2775 W. Navigator Dr.,
Suite 210
Meridian, ID 83642
(208) 895-2520
1/4
CP&F INST. No. 110054175
SEC 21
CP&F INST. No. 103135428
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OXYGEN SUBDIVISION No. 1
BOOK 113, PAGE
16695-16699
OXYGEN SUBDIVISION No. 3
BOOK 113, PAGE
16706-16708
UNPLATTED
P.L.S. 4998
SH
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5
BASIS OF BEARINGS:
THE WEST BOUNDARY OF THE S.W. 1/4 OF SECTION 16, T. 3N.,
R.1E., B.M. BETWEEN FOUND MONUMENTS AS N.00°40'51"W.
ESTABLISHED USING A STATIC GPS OBSERVATION AND
PROCESSED USING AN OPUS SOLUTION.
BEARINGS ARE GRID, DISTANCES ARE GROUND.
S
H
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26
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S89°14'36"E 2662.54'
1346.42'
(P
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13
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60'
15'
N.E
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CP&F INST. No.
1332.53'
S89°14'09" 2665.07'
E. OVERLAND ROAD
S0
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S.W. 1/16 SEC. 16
P.L.S.16642
CP&F INST. No.
30
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DETAIL "A"
SHEET 3 OF 5
(B
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P.L.S. 4998
BLOCK 1
1
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15
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1
SEC 16SEC 17
SEC 20
SEC 20 SEC 16
S 1/16
SEC 21
TO B
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ILLEGIBLE 5/8"
IRON ROD
46
.
2
7
'
15
'
1.57'
4.
0
2
'
LOT LINE
SUBDIVISION BOUNDARY
LOT NUMBER1
SECTION LINE
FOUND BRASS MONUMENT AS NOTED
CALCULATED POINT, NOTHING SET OR FOUND
SET 5/8" REBAR W/PLASTIC CAP MARKED
HORROCKS PLS 8960
SET 1/2" REBAR WITH PLASTIC CAP MARKED
ESMT PLS 8960
POINT OF BEGINNINGP.O.B.
POINT OF COMMENCEMENT P.O.C.
LEGEND:
EASEMENT AS NOTED AND REFERENCED
FOUND 5/8 REBAR AS NOTED
FOUND ALUMINUM CAP MONUMNET AS NOTED
ADJOINING PROPERTY LINES
15
15
15
15
15
15
15
15
15
1
6
SEC 21
16
KEY NOTE REFERENCE TO
EASEMENT DEFINITION. SEE
SHEET 3 OF 5
15
18
18
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED
BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM SUBDIVISION, AS DESCRIBED IN THE
CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY
DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS
AND CORNER PERPETUATION AND FILINGS.
NOT TO SCALE
BLOCK 1
DRAWN BY A. CLEMENTS
FOR REVIEW ONLY
FENCEXX
C-W 1/16
POSITION
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R
/
W
R/W R/W
R/W R/W R/W
R/W
S0
°
4
5
'
0
3
"
W
5
5
.
0
0
'
N89°14'57"W 30.98'
S89°14'57"E 41.00'
S89°14'57"E 53.00'
S0
°
4
5
'
0
3
"
W
4
1
.
0
0
'
N89°14'57"W 32.87'
S0
°
4
5
'
0
3
"
W
2
8
.
1
4
'
4.
7
8
'
20.50'20.50'
11.50'
42
.
5
0
'
1.00'
6.
8
6
'
4.
1
4
'
C13
C
1
4
C15
C
1
6
S89°14'57"E 37.22'
24.91'12.32'
19
.
0
1
'
N0
°
4
5
'
0
3
"
E
2
3
.
7
8
'
11
0.308 AC
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
Length
1364.64'
546.28'
35.64'
26.06'
818.36'
129.35'
202.46'
44.65'
45.08'
34.24'
29.17'
32.78'
51.05'
43.20'
38.36'
20.65'
Radius
1050.47'
1050.47'
1050.47'
1050.47'
1050.47'
1017.00'
975.00'
1016.00'
169.00'
216.00'
184.00'
66.00'
32.50'
27.50'
24.09'
12.59'
Delta
74°25'54"
29°47'45"
1°56'39"
1°25'17"
44°38'09"
7°17'14"
11°53'52"
2°31'05"
15°16'58"
9°04'57"
9°04'57"
28°27'40"
90°00'00"
90°00'00"
91°14'06"
94°00'03"
Chord Direction
S43°14'27"W
N20°55'22"E
S33°25'38"W
N35°06'36"E
N58°08'19"E
S85°04'53"W
S83°41'49"W
N76°43'12"E
N83°06'08"E
N86°12'09"E
N86°12'09"E
N76°30'47"E
S45°45'03"W
N44°14'57"W
N35°55'33"E
S42°05'16"E
Chord Length
1270.69'
540.15'
35.64'
26.06'
797.82'
129.26'
202.10'
44.65'
44.94'
34.20'
29.14'
32.45'
45.96'
38.89'
34.43'
18.41'
PROJECT # ID-1336-1808
SHEET 3 OF 5
DRAW: 10/18/2019
BOOK ______ PAGE ______
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM
SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED
FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION
AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS.
FRITZ BROWNELL P.L.S. 8960
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LANO A
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698
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0
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RITZ BR O W N E L L
2775 W. Navigator Dr.,
Suite 210
Meridian, ID 83642
(208) 895-2520
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. 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.
5. 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.
6. DIRECT ACCESS TO I-84 IS PROHIBITED
7. 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.
8. 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.
9. IN COMPLIANCE WITH IDAHO CODE, SECTION 31-3805 (1)(B) THE OWNER OF THIS SUBDIVISION PROVIDED
AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR
ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
10. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, INSTRUMENT NO.______________________________ WITH THE
CITY OF MERIDIAN.
THIS SUBDIVISION IS SUBJECT TO A LICENCE AGREEMENT, INSTRUMENT NO._______________________________WITH
NAMPA-MERIDIAN IRRIGATION DISTRICT.
11. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE
HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
12. ACCESS TO ALL INTERNAL LOTS SHALL BE PROVIDED VIA A CROSS ACCESS, INGRESS-EGRESS AS
STATED IN DECLARATION OF CROSS-ACCESS EASEMENT AND USE RESTRICTIONS AND COMMON AREA
MAINTENANCE AGREEMENT PER INSTRUMENT NO.______________________________
13. THIS SUBDIVISION IS SUBJECT TO ACHD LICENCE AGREEMENT INSTRUMENT
NO._______________________________ AS FILED FOR RECORD IN THE ADA COUNTY RECORDERS OFFICE.
14. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING IS THE RESPONSIBILITY OF THE
LOT OWNER, UNLESS SUCH RESPONSIBILITY ID ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY REFER TO NAMPA-MERIDIAN IRRIGATION DISTRICT LICENCE
AGREEMENT INSTRUMENT NO._______________________________________
15. THIS SUBDIVISION IS SUBJECT TO THE MASTER DECLARATION OF COVENANTS,
CONDITIONS, RESTRICTIONS AND RECIPROCAL EASEMENT AGREEMENT FOR RACKHAM SUBDIVISION,
ON FILE IN THE OFFICE OF THE RECORDER, ADA COUNTY, AS INSTRUMENT NO. __________________________________, AS
AMMEMDED FROM TIME TO TIME.
NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN SANITARY RESTRICTION RELEASE.
13. THIS DEVELOPMENT IS SUBJECT TO THE TEMPORARY LICENCE AGREEMENT RECORDED AS INSTRUMENT
NO. ________________________________, RECORDS OF ADA COUNTY.
14. 15' WIDE PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT.
SURVEY MAPPING REFERENCES
1)OXYGEN SUBD. NO. 1, BOOK 113, PAGES 16695-16699
2)OXYGEN SUBD. NO. 2, BOOK 113, PAGES 16703-16705
3)OXYGEN SUBD. NO. 3, BOOK 113, PAGES 16706-16708
4)ROLLING HILLS SUBD. BOOK 18, PAGE 1202
5)JEWEL SUBD. BOOK 34, PAGES 2056-2057
6)RECORD OF SURVEY NO. 11024
7)RECORD OF SURVEY NO. 9885
8)RECORD OF SURVEY NO. 9853
9)RECORD OF SURVEY NO. 8191
10)RECORD OF SURVEY NO. 5652
11) RECORD OF SURVEY NO. 3546
30
.
0
0
'
DETAIL A:
N.T.S.
16. LANDSCAPE EASEMENT AS DIMENTIONED.
15. 30' WIDE P.U.I.D EASEMENT.
17. 15' IRRIGATION ACCESS EASEMENT PER INSTRUMENT NO. 619430.
18. VARABLE WIDTH ACCESS EASEMENT.
DRAWN BY: A. CLEMENTS
)255(9,(:21/<
19. VARABLE WIDTH UNKNOWN ACCESS EASEMENT.
SE
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A
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306.52'182.11'
X X X X X
PROJECT # ID-1336-1808
SHEET 4 OF 5
DRAWN: 10/18/2019
BOOK ______ PAGE ______
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM
SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED
FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION
AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS.
FRITZ BROWNELL P.L.S. 8960
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LANO A
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REETIGES
698
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OHADIFOET
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0
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RITZ BR O W N E L L
2775 W. Navigator Dr.,
Suite 210
Meridian, ID 83642
(208) 895-2520
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE
REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND
THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION
PLAT.
IN WITNESS WHEREOF, I HAVE HERE UNTO SET MY HANDS THIS DAY OF ________ , 20
.
THEL W. CASPER REGISTERED AGENT BVABC EAGLE VIEW, LLC
LOT 11. BLOCK 1 AS SHOWN HEREON SHALL BE DEDICATED TO THE PUBLIC
PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF
ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND
PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED.
ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY
OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN
THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE
EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE
SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS
DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITHI THE
LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGABLE TO RECIEVE WATER
SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE
LOTS WITHIN THIS SUBDIVISION.
THIS PARCEL IS SITUATED IN A PORTION OF THE N.E. ¼ OF THE S.W. ¼ AND THE N.W. ¼ OF THE S.W. ¼ OF
SECTION 16, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE BOISE MERIDIAN, CITY OF MERIDIAN, ADA
COUNTY IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND ALUMINUM CAP MONUMENT STAMPED P.L.S. 4998 MARKING THE NORTHEAST
CORNER OF SAID N.E. ¼ OF THE S.W. ¼ AND REFERENCED IN CORNER PERPETUATION AND FILING
INSTRUMENT NO. 100071537; THENCE ALONG THE EAST BOUNDARY OF SAID N.E. ¼ OF THE S.W. ¼,
1) S.00°05'25"E., 227.23 FEET TO AN ILLEGIBLE PLASTIC CAP MONUMENT, SURMOUNTED ON A 5/8-INCH
DIAMETER IRON ROD, BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF INTERSTATE 84 AS
SHOWN ON THE PROPOSED PLAN AND PROFILE MAPPING OF INTERSTATE HIGHWAY NO. 84, F.A.P. NO.
IR-84-1(12) 45 ON FILE IN THE OFFICE OF THE IDAHO TRANSPORTATION DEPARTMENT AND BEING THE
POINT OF BEGINNING; THENCE LEAVING SAID RIGHT-OF-WAY AND CONTINUING ALONG SAID EAST
BOUNDARY,
2)S.00°05'25"E., 1099.66 FEET (OF RECORD 1099.26 FEET) TO A 5/8-INCH DIAMETER IRON ROD WITH NO
IDENTIFICATION MARKING THE SOUTHEAST CORNER OF SAID N.E. ¼ OF THE S.W. ¼; THENCE ALONG
THE SOUTH BOUNDARY OF SAID N.E. ¼ OF THE S.W. ¼,
3)N.89°13'45"W., 1339.31 FEET (OF RECORD 1339.40 FEET) TO A PLASTIC CAP MONUMENT STAMPED P.L.S.
16642, SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD AND MARKING THE SOUTH EAST CORNER OF
SAID N.W. ¼ OF THE S.W. ¼; THENCE ALONG THE SOUTH BOUNDARY OF SAID N.W. ¼ OF THE S.W. ¼,
4)N.89°14'57"W., 1163.59 FEET (OF RECORD 1163.45 FEET) TO A PLASTIC CAP MONUMENT SURMOUNTED
ON A 5/8-INCH DIAMETER IRON ROD, BEING A POINT ON THE EASTERLY RIGHT-OF-WAY OF THE EAGLE
INTERCHANGE RAMP B-C AS SHOWN ON SAID PLAN AND PROFILE MAPPING; THENCE ALONG THE
SOUTHEASTERLY RIGHT-OF-WAY OF SAID RAMP B-C AND A CURVE TO THE RIGHT,
5)HAVING AN ARC LENGTH OF 1364.64 FEET (OF RECORD 1364.45 FEET) A RADIUS
OF 1050.47 FEET, THROUGH A CENTRAL ANGLE OF 74°25'54” AND A LONG CHORD WHICH BEARS
N.43°14'27”E., 1270.69 FEET (OF RECORD 1270.53 FEET) TO A BRASS CAPED MONUMENT IN CONCRETE
MARKED IDAHO STATE HIGHWAY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY RIGHT-OF
WAY,
6)N.82°19'50"E., 940.78 FEET (OF RECORD 940.76 FEET) TO A BRASS CAP MONUMENT IN CONCRETE
MARKED IDAHO STATE HIGHWAY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY
RIGHT-OF-WAY,
7)N.85°31'30"E., 235.95 FEET (OF RECORD 236.03 FEET) TO A PLASTIC CAP MONUMENT MARKED P.L.S.
16642, SURMOUNTED ON A 5/8-INCH DIAMETER IRON ROD AND BEING ON THE SOUTHERLY
RIGHT-OF-WAY OF SAID INTERSTATE HIGHWAY NO. 84, F.A.P. NO. IR-84-1(12) 45; THENCE ALONG SAID
SOUTHERLY RIGHT-OF-WAY,
8)S.89°35'50"E., 462.86 FEET (OF RECORD 462.95 FEET) TO THE POINT OF BEGINNING.
CONTAINING 52.70 ACRES, MORE OR LESS.
THE RECORD DATA SHOWN HEREON REFERENCES RECORD OF SURVEY NO. 11024, INSTRUMENT NO.
2017-075496.
ON THIS DAY OF __________________________, 20 , BEFORE
ME, , ,
A NOTARY PUBLIC, PERSONALLY APPEARED THEL W. CASPER, KNOWN OR
IDENTIFIED TO ME TO BE THE REGISTERED AGENT FOR BVABC EAGLE VIEW, LLC,
AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT OR
THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY
COMPANY EXECUTED THE SAME.
STATE OF IDAHO
COUNTY OF
NOTARY PUBLIC FOR IDAHO
MY COMMISSION EXPIRES:
SS.}
DRAWN BY: A. CLEMENTS
P.L
.
S
.
1
6
6
4
2
S89°43'02"W 100.33'
N89°48'35"E 1
3
6
.
2
4
'
N85°31'30"E
235.95'
N85°35'50"E
462.86'
N90°
E
1
.
9
3
'
N82°19'50"E
940.78'
N85°31'30"E
235.95'N8
7
°
E
1
.
8
5
'
5/8" REBAR P.L.S. 4998
MONUMENT NOT
ACCEPTED
3" I.T.D.
BRASS CAP
3" I.T.D.
BRASS CAP
DETAIL "B"
(1"=40')
(N.T.S.)
(N.T.S.)
AREA OF QUESTIONABLE OWNERSHIP
998 SQUARE FEET. (SEE NOTE THIS SHEET.)RIGHT-OF-WAY FENCE
RIGHT-OF-WAY FENCE
5/8" REBAR P.L.S. 4998
MONUMENT NOT ACCEPTED
X X X X X X X
21
N85°31'30"E 235.95'
N82°19'50"E
940.78'
N89°35'50"E
462.86'
FOR REVIEW ONLY
PROJECT # ID-1336-1808
SHEET 5 OF 5
DRAWN: 10/18/2019
BOOK ______ PAGE ______
2775 W. Navigator Dr.,
Suite 210
Meridian, ID 83642
(208) 895-2520
Deputy
Book of Plats and Pages through .
on this day of , 20 , in
at minutes past o'clock .M.,
I hereby certify that this instrument was filed for record at the request of Horrocks Engineers
County of Ada
State of Idaho
Instrument No. .
COUNTY SURVEYOR Date
President of the Ada Coutny Highway District Board of Commissioners
City Clerk, Meridian, Idaho Date
County Treasurer Date
Ex-Officio Recorder
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the
requirements of I.C. 50-1308, do hereby certify that any and all current and/or delinquent
county property taxes for the property included in this proposed subdivison have been paid
in full. This certification is valid for the next thirty (30) days only.
I, the undersigned County Surveyor in and for Ada County, Idaho, do hereby certify that I
have checked this plat and that it complies with the State of Idaho Code relating to plats and
surveys.
ss}
City Engineer Date
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied
according to the letter to be read on file with the County Recorder or his agent listing the
conditions of approval. Sanitary restricitons may be re-imposed, in accorance with Seciton
50-1326, Idaho Code, by the issuance of a certifiate of disapproval.
I, the undersigned City Engineer in and for the City of Meridian, Ada County, Idaho hereby
approve this plat.
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby
certify that at a regular meeting of the City Council held on the day of ,
. This plat was duly accepted and approved.
The foregoing plat was accepted and approved by the Board of Ada County Highway District
Commissioners on the day of , 20 .
District Health Department, EHS Date
Fee
DRAWN BY: A. CLEMENTS
}
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF RACKHAM
SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED
FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION
AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS.
FRITZ BROWNELL P.L.S. 8960
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LANO A
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REETIGES
698
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OHADIFOET
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RITZ BRO W N E L L