HomeMy WebLinkAboutPine-43-3_signed_2022-06-29 V1L � / E ID$ I:1S,-
APPROVED
�� E OA/15/22
6 j4SECTION CORNER
3-INCH BRASS CAP [5291]
CP&F 2020-049766
5 POINT OF COMMENCEMENT
Or 1491.69'
7 8
0
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PLAT OF
PINE 43 SUBDIVISION NO. 3
SITUATE IN THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 8,
TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN
CITY OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO
BASIS OF BEARINGS 2�22 5
S89'59'19"E 2652.60' E. FAIRVIEW AVENUE
--O - -- ---
p---S00'33'12"W 25,00'
N89'59'19"W 1160.91'
7-S00'33'12"W 450.9411-
PLEASANT VALLEY SUBDIVISION
(BK 12 OF PLATS, PG 665, ACR)
[NO CAP] ADDED [17665]
"W
o
POINT OF BEGINNING
[NO CAP]
N89 41 51 3,31.95
E. WILSON STREET
N
ADDED [17665]
24
-- --
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23
7
6
6
0
22
5
5
21
4
BLOCK
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17
BLOCK 6
BLOCK 12
3
19
2
18
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23
26
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)T49'33"W 20.26'
08'49'33"W 20.26'
449' 14' 11 "W 30.43'
13 I
1 v I
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N5,V06'42"E 26.00'
NOT37'13"E 47.26'
N34'11'01 "W 29.61'
J a 14 w BLOCK 9
Li 13
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ao <
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16
FOUND 1-INCH
DIAMETER BOLT
SEE SHEET 7 FOR NOTES,
EASEMENT NOTES, REFERENCES,
AND SURVEYOR'S NARRATIVE
KEY MAP
1" = 300'
SHEET 2
SHEET 3
SHEET 4
rn r==
SHEET 5
SHEET 6
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1
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E. DRUCKER
STREET
7
11
6
10
9
5
8
BLOCK 7
7
4
6
3
5
4
2
3
1
2
BLOCK 8
E. REEM DRIVE
1
7 / 6 / 5 / 4
[WC 11334] T BLOCK 6
\ OF JACKSON DRAIN DITCH
INST. NO. 187785, ORAC
Lek �143'SU , (NO WIDTH DEFINED)
B OF P' Tl 1UN S6).
17604 S PGS NO ' /36
7�59� / �13?96
46,
NO726'11 "W
57.68'
C4
8
QUARTER CORNER
2-1/2-INCH ALUM. CAP [11574]
CP&F 2021-075802
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
Li
S00'32'33"W
35.84'
L2
N89142707"W
100.04'
0 100 200
SCALE IN FEET
-N41'25'35"E 27.15'
T03-52'15"W_ 47.05'
N46'36'49"W 28.43'
U
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V /.
N59'21'53"E 23.89'
12'34'03"E 47.74'
-N25'02'09"W 29.59'
PLAT BOOK PAGE
LEGEND
- SUBDIVISION BOUNDARY LINE
- LOT LINE
- RIGHT-OF-WAY LINE
- - - - SECTION LINE
- CENTER LINE
- - - - - - - - ADJACENT PROPERTY LINE
------- - TIE LINE
---------------- - UTILITY EASEMENT LINE (SEE EASEMENT NOTE 8)
[7z/- /-/ 2/7_
/T /2 - ACHD EASEMENT LINE (SEE EASEMENT NOTE 4)
- --- ---
--- - EX. GRAVITY IRRIGATION EASEMENT LINE
(SEE EASEMENT NOTE 9)
- - -
- - - EX. ACHD DRAINAGE EASEMENT LINE
(SEE EASEMENT NOTE 10)
- -- --
-- -- - EX. ACHD PERMANENT SIDEWALK EASEMENT LINE
(SEE EASEMENT NOTE 11)
- SECTION CORNER
- QUARTER SECTION CORNER
C7
- SET 1/2-INCH x 24-INCH REBAR WITH
PLASTIC CAP MARKED JUB PLS 17665"
fY
- SET 5/8-INCH x 24-INCH REBAR WITH
PLASTIC CAP MARKED JUB PLS 17665"
0
- SET 1-3/16-INCH BRASS PLUG IN CONCRETE
STAMPED J-U-8 17665"
0
- SET 1/2-INCH 24-INCH REBAR WITH
PLASTIC CAP MARKED JUB ESMNT PLS 17665"
0
- FOUND 5/8-INCH REBAR AS NOTED
'0
- FOUND MONUMENT AS NOTED
0
- DIMENSION POINT - NOT SET OR FOUND
C#
- CURVE COURSE NUMBER (TYPICAL)
L#
- LINE COURSE NUMBER (TYPICAL)
#
- LOT NUMBER (TYPICAL)
[####]
- PLS NUMBER FOUND ON MONUMENT
ACR
- ADA COUNTY RECORDS
ORAC
- OFFICIAL RECORDS OF ADA COUNTY
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
Cl
520.00'
16'12'04"
147.04'
N30'47'19"E
146.55'
C2
380.00'
20*08'11"
133,55'
N28'49'15"E
132.86'
C3
980.00'
T22'20"
126.10'
NO2'21'36"E
126.01'
C4
980.00'
1*01'15"
17.46'
N06'55'34"W
17.46'
C5
520.00'
15'29'30"
140.60'
NOD' 18-34"E
140.17'
C6
480.00'
11'47-19-
98.76'
NO2-26-31"W
98.59,
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JUB7__="0F
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2760 West Excursion Lane, Suite 400, Meridian, ID 83642-5752
p 208 376 7330 wwww.jub.com SHEET 1 OF 9
JOB No. 10-20-018
L � / E ID$ I:1S,-
APPROVED
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PLEASANT VALLEY SUBDIVISION PLAT OF PLAT BOOK PAGE
(BK 12 OF PLATS, PG 665, ACR) PINE 43 SUBDIVISION NO. 3
SEE DETAIL "A"
N89'41'51 "W 331.95'
ON THIS SHEET / N08'49'33"W 20.26
0
0 0 0 0
J O N N N
a� N89'41'51 "W 335.25'
[NO CAP] [NO CAP]
I/ -ADDED [17665] ADDED [17665]
53.47'
aq t
143.05'
138.73'
-
N0849'33"W 20.26'
- - -
N89'42'07"W 100.04'
0
N
0
N
E. WILSON STREET
,
0
N
0
N
I
N89'41'51 "W 69.73'
N89'41'51 "W 111.94'
N49' 14' 1 1 "W 30.43'
�25
24 COMMON LOT'_7_COMMON__
---93.66' -- -- -- !il
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S89'416'51 "E 89.77' 65
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23.5'
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N89'26'48"W 109.47'
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N89'26'482 127.98'
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ADDED [17665]
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SEE SHEET 3 SEE SHEET 1 FOR LEGEND.
SEE SHEET 3
[No CAP] ""' - - - - -
- - - - -
- - - - -
-
SEE SHEET 7 FOR NOTES,
ADDED [17665]
N89'42'07"1N 100.04'
`
Lo
EASEMENT NOTES, REFERENCES,
-
4.15' s8941'S1 "E 109.91'
`�'
SHEET 2 AND SURVEYOR'S NARRATIVE
COMMON
"E
8.82'
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-- S89'41'S1
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SHEET 6
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LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L1
S00'32'33"W
35.84'
L3
N4434'19"W
28.35'
L4
N45'25'41"E
28.22'
L5
N45'25'41 "E
28.22'
L6
N44'41'51"W
28.28'
L7
N45'18'09"E
28.28'
L8
N44'34'19"W
28.35'
L9
N45'18'09"E
28.28'
L10
N44'41'51 "W
28.28'
L11
S49-14'11"E
7.64'
L12
NO8'22'19"W
15.21'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L13
N06'1O'15"W
20.13'
L14
NO3'40'06"W
20.05'
L15
NO1'10'25"W
20.01'
L16
NO1'19'O6"E
20.00'
L17
S76'25'22"E
39.57'
L18
S76'25'22"E
42.02'
L19
S76'25'22"E
44.47'
L20
N44'34'19"W
28.35'
L21
N45'25'41"E
28.22'
L22
N44'22'24"W
28.44'
L23
N4535'24"E
28.14'
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
C6
480.00'
11'47'19"
98.76'
NO2'26'31"W
98.59'
C7
130.50'
13'16'29"
30.24'
N83'03'36W
30.17'
CB
107.00'
13'16'29"
24.79'
N83'03'36"W
24.74'
C9
83.50'
13'16'29"
19.35'
N83'03'36"W
19.30'
C10
28.00'
89'44'58"
43.86'
S45'25'41"W
39.51'
C11
28.00'
65'47'18"
32.15'
S57'24'30"W
30.41'
C12
28.00'
23'57'40"
11.71'
S12'32'02"W
11.62'
C13
490.00'
1'25'43"
12.22'
N01'39'55"E
12.22'
C14
500.00'
2'04'37"
18.12'
N01'20'28"E
18.12'
C15
510.Do-
1'30'07"
13.37'
NO1'37'43"E
13.37'
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J-U-B ENGINEERS, INC.
2760 West Excursion Lane, Suite 400, Meridian, ID 83642-5752
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SEE
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SEE SHEET 7 FOR NOTES,
EASEMENT NOTES, REFERENCES,
AND SURVEYOR'S NARRATIVE
SHEET 222
SHEET 3
SHEET 4
�t
SHEET 5
SHEET 6
KEY MAP
1" = 300'
PLAT OF
SEESHEET2 PINE 43 SUBDIVISION NO. 3
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EASEMENT NOTES, REFERENCES,
AND SURVEYOR'S NARRATIVE
PLAT OF PLAT BOOK PAGE
PINE 43 SUBDIVISION NO. 3
SEE SHEET 3
48 101.79L_Z�l N89 26 48"W 104.62
11 ; o 11 I I
I N I I I
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4 i SEE EASEMENT
10 ui I 10 3.67',---I
In NOTE 10. I 0 25 50
N89'26'48"W 100.53' C18 } C23 N89'26'48"W 104.12' I a
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N89'26'48"W 100.21' i n _� N i N89'26'48"W 104.69' I I
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I I
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N89'26'48"W 100.28' i N89'26'48"W 105.59'
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C211 C26 BLOCK 9 I j o
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I
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C30 N88'41'02"E 50.95' �'
� SEE EASEMENT I
E. DRUCKER STREET NOTE 9.
SEE SHEET 5
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L24
N04'08'34"E
20.04'
L25
NO2'01'05"E
20.01'
L26
N00'06'16"W
20.00'
L27
NO2'13'41"W
20.02'
L28
N04'21'19"W
20.07'
L29
N06'29'09"W
20.15'
L30
N45'25'41 "E
21.17'
L31
N45'02'28'W
28.58'
L32
N44'07'17"E
28.07'
L33
N45'52'43'W
28.50'
L34
N41-24-53"E
9.98'
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
C16
1000.00'
2'49'15"
49.23'
S00'58'09"W
49.23'
C17
1010.00'
2*49'15"
49.72'
S00'58'09"W
49.72'
C18
1010.00'
0*19'36"
5.76'
S02'12'58"W
5.76'
C19
1010.00'
1'08'05"
20.00'
S01'29'07"W
20.00'
C20
1010.00'
1'08'05"
20.00'
S00'21'02'W
20.00'
C21
1010.00'
0'13'29"
3.96'
SOO*19'44"E
3.96'
C22
990.00'
2*49'15"
48.74'
S00'58'09"W
48.73'
C23
990.00,
0*16*56"
4.88'
S02'14'18'W
4.88'
C24
990.00,
1'09'28"
20.00'
S01'31'07"W
20.00'
C25
990.00'
1'09'27"
20.00'
S0921'39W
20.00'
C26
990.00'
0'13'24"
3.86'
S00'19'46"E
3.86'
C27
28.00'
90'15'02"
44.10'
S44'34'19"E
39.68'
C28
28.00'
38*34'12"
18.85'
S18'43'54"E
18.49'
C29
28.00'
51'40'51"
25.26'
S63'51'25"E
24.41'
C30
976.50'
0-40'50"
11.60'
1 N89-01-27"E
11.60'
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
C4
980.00'
1'O1'15"
17.46'
NOW55'34"W
17.46'
C5
520.00'
15'29'30"
140.60'
N0918'34"E
140.17'
C51
980.00,
0'25'30"
7.27'
N06'37'41'W
7.27'
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PINE 43 SUBDIVISION NO.
3
BLOCK 6
16
ACHD EASEMENT
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FOUND
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SEE SHEET 7 FOR NOTES,
EASEMENT NOTES, REFERENCES,
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CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
C3
980.00'
7'22'20"
126.10'
NO2'21'36"E
126.01'
C27
28.00'
90'15'02"
44.10'
S44'34'19"E
39.68'
C28
28.00'
38*34'12"
18.85'
S18'43'54"E
18.49'
C29
28.00'
51'40'51"
25.26'
S63'51'25"E
24.41'
C30
976.50'
0'40'50"
11.60'
N89'01'27"E
11.60,
C31
1000.00'
1'37'08"
28.25'
N89'29'36"E
28.25'
C32
1023.50'
0'46'47"
13.93'
N89'04'25"E
13.93,
C33
21.50'
86'55'33"
32.62'
S42'54'35"E
29.58'
C34
21.50'
34'49'07"
13.07'
S16651'22"E
12.87'
SEE SHEET 6
PLAT BOOK PAGE
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LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L30
N45'25'41 "E
21.17'
L35
N44'34'19W
21.26'
L36
N45'00'30"E
28.01'
L37
N45'52'43"W
28.50'
L38
N44'07'17"E
28.07'
L39
S46'36'49"E
16.30'
L40
N00'56'00"W
10.55'
L41
N00'01'17W
20.00'
L42
N01'10'21"E
20.01'
L43
N0222'02"E
20.02'
L44
NO3'33'47"E
20.05'
L45
N04'45'38"E
20.08'
L46
N05'42'11"E
11.50'
L47
N46'35'35"E
29.27'
L48
N40'26'28"W
25.71'
L52
I N68'53'43"E
27.84'
(J-U-B
771-7-00",
J-U-B ENGINEERS, INC.
2760 West Excursion Lane, Suite 400, Meridian, ID 83642-5752
p 208 376 7330 w www.jub.com SHEET 5 OF 9
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38.56' _ S67' 19'00"E h
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5.55' S83-51.32"E 28.67 - -(b
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PLAT OF
PINE 43 SUBDIVISION ND. 3
SEE SHEET 5 BLOCK 7 SEE SHEET 5
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N89'26'48"W 95.01' O
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REFERENCES,
CID 4ND SURVEYOR'S NARRATIVE
04 z
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SEE EASEMENT NOTE 10 /
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COMMON
LOT
\ OF JACKSON DRAIN DITCH
T INST. NO. 187785, ORAC
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176
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CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. DIST.
Cl
520.00'
16'12'04"
147.04'
N3947'19"E
146.55'
C2
380.00'
20'08'11"
133.55'
N28.49'15"E
132.86'
C33
21.50'
86'55'33"
32.62'
S42'54'35"E
29.58'
C34
21.50'
34'49'07"
13.07'
St6'51'22"E
12.87'
C35
21.50'
52'06'26"
19.55'
S60'19'08"E
18.89'
C36
45.00'
86'55'33"
68.27'
S42'54'35"E
61.91'
C37
68.50'
86'55'33"
103.92'
S42'54'35"E
94.24'
C38
68.50'
16*55'56"
20.24'
S07'54'46"E
20.17'
C39
68.50'
22*22'13"
26.74'
S27'33'50"E
26.58'
C40
68.50'
22-22'13"
26.74'
S49'56'03"E
26.58'
C41
68.50'
25*15'11"
30.19'
S73'44'46"E
29.95'
C42
123.50'
16.46'20"
36.15'
N72'03'17"W
36.02'
C43
100.00'
22'42'14"
39.63'
N75701'14"W
39.37'
C44
76.50'
22'42'14"
30.31'
N75'01'14'W
30.12'
C45
76.50'
3.22'58"
4.52'
N84'40'52"W
4.52'
C46
76.50'
19'19'16"
25.80'
N73'19'45"W
25.68'
C47
76.50'
3'38'53"
4.87'
S65'29'34"E
4.87'
C48
100.00'
3'38'53"
6.37'
S65.29'34"E
6.37'
C49
123.50'
338'53"N
S65'29'34"E
7.86'
C50
380.00'
12'36'42"S25'03'31"W
83.48'
C52
380.00'
T23'59"
N35'03'52"E
49.04'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L47
N4635'35"E
29.27'
L48
N40'26'28"W
25.71'
L49
S67'19'00"E
4.90'
s671 s'oo"E
9.09,
ELso
L51
S67'19'00"E
13.29'
�u CB7-7��
J-U-B ENGINEERS, INC.
2760 West Excursion Lane, Suite 400, Meridian, ID 83642-5752
p 208 376 7330 w www.jub.com SHEET 6 OF 9
�IfE
APPROVED
PLAT OF
PINE 43 SUBDIVISION NO. 3
PLAT BOOK
PAGE
NOTES
1. LOTS 1, 16, 17, 18, AND 24 OF BLOCK 6, LOTS 1, AND 7 OF BLOCK 7, LOT 1 OF BLOCK 8, LOT 1
OF BLOCK 9, LOTS 1, 12, AND 23 OF BLOCK 10, LOTS 1, AND 27 OF BLOCK 11, LOTS 1, AND 7
OF BLOCK 12, AND LOT 1 OF BLOCK 13 ARE COMMON LOTS WHICH SHALL BE OWNED AND
MAINTAINED BY THE PINE 43 SUBDIVISION HOMEOWNER'S ASSOCIATION.
2. LOT 17 OF BLOCK 6 IS A COMMON DRIVEWAY (INGRESS/EGRESS) LOT FOR ACCESS TO LOTS 1.9-23
OF BLOCK 6, AND SHALL BE OWNED AND MAINTAINED BY THE PINE 43 SUBDIVISION HOMEOWNER'S
ASSOCIATION.
3. ANY RE —SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING AND SUBDIVISION
REGULATIONS IN EFFECT AT THE TIME OF RE —SUBDIVISION.
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN'S ZONING
ORDINANCE AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. ALL LOT, SIZES SHALL MEET
DIMENSIONAL STANDARDS AS ESTABLISHED IN THE CITY OF MERIDIAN'S ZONING ORDINANCE.
5. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND
THE CITY OF MERIDIAN.
6. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN THE SANITARY RESTRICTION RELEASE.
7. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER REGARDING
ADDITIONAL RESTRICTIONS.
8. THIS DEVELOPMENT 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. MAINTENANCE OF ANY IRRIGATION PIPE, DRAINAGE PIPE, OR DITCH CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION OR
DRAINAGE ENTITY OR DISTRICT.
10. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN'S
ZONING ORDINANCE.
11. BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE
HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. IN MAY OF 2018, OBSERVATION WELLS
WERE ADVANCED TO DEPTH'S GREATER THAN 16 FEET BELOW THE SURFACE. GROUNDWATER WAS
ENCOUNTERED IN MANY OBSERVATION WELLS WITH MINIMUM DEPTH NO LESS THAN 11 FEET BELOW
THE SURFACE.
12. THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&RS) FOR
PINE 43 SUBDIVISION RECORDED UNDER INSTRUMENT NO. 2019-091660 AND AS MAY BE AMENDED.
13. THIS DEVELOPMENT IS SUBJECT TO THE DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO.
2018-000751.
14. THIS DEVELOPMENT IS SUBJECT TO A LICENSE AGREEMENT WITH SETTLERS IRRIGATION DISTRICT
RECORDED AS INSTRUMENT NO. 2021-025085.
15. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
2022
16. DIRECT LOT ACCESS TO N. WEBB WAY IS PROHIBITED.
REFERENCE DOCUMENTS
SUBDIVISIONS: PLEASANT VALLEY SUBDIVISION, ELLIOTT PARK SUBDIVISION, PINE 43 SUBDIVISION NO.
1, AND DOVETAIL SUBDIVISION
SURVEYS: ROS NO. 3350, 3755, 4101, 6734, 10366, 11291, AND 12729
DEEDS: 2018-023490, 2018-023491, 2018-023499, 2019-037535, AND 2022-043368.
EASEMENTS: 2019-037534, 2021-025086, AND 2022-016935,
EASEMENT NOTES
1. LOTS 1, 16, 17, 18, AND 24 OF BLOCK 6, LOTS 1, AND 7 OF BLOCK 7, LOT 1 OF BLOCK 8, LOT
1 OF BLOCK 9, LOTS 1, 12, AND 23 OF BLOCK 10, LOTS 1, AND 27 OF BLOCK 11, LOTS 1,
AND 7 OF BLOCK 12, AND LOT 1 OF BLOCK 13 ARE HEREBY DESIGNATED AS BEING SUBJECT TO A
BLANKET UTILITY EASEMENT OVER SAID LOTS.
2. LOT 17 OF BLOCK 6 IS HEREBY DESIGNATED AS BEING SUBJECT TO A BLANKET PRIVATE
INGRESS/EGRESS EASEMENT.
3. ALL UTILITY EASEMENTS SHOWN OR DESIGNATED HEREON ARE NON—EXCLUSIVE, PERPETUAL, SHALL
RUN WITH THE LAND, ARE APPURTENANT TO THE LOTS SHOWN HEREON, AND ARE HEREBY RESERVED
FOR THE INSTALLATION, MAINTENANCE, OPERATION, AND USE OF PUBLIC AND PRIVATE UTILITIES,
PRESSURIZED & GRAVITY IRRIGATION, IRRIGATION WASTE DITCHES, SEWER SERVICE, CABLE
TELEVISION/DATA; APPURTENANCES THERETO; AND LOT DRAINAGE.
4. ALL OF LOT 7 OF BLOCK 7, LOT 23 OF BLOCK 10, LOTS 1 AND 27 OF BLOCK 11 AND PORTIONS
OF LOTS 10 THROUGH 15, AND 17 OF BLOCK 6, LOT 1 OF BLOCK 8, LOT 1 OF BLOCK 9, LOT 12
OF BLOCK 10, AND LOT 1 OF BLOCK 13 ARE SERVIENT TO AND CONTAIN THE ACHD STORM
WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN AMENDED MASTER
PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT
NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS
REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND
THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302
IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM
WATER DRAINAGE SYSTEM.
5. ALL SIDEWALK EASEMENTS SHOWN OR DESIGNATED HEREON ARE NON—EXCLUSIVE, PERPETUAL, SHALL
RUN WITH THE LAND, ARE APPURTENANT TO THE LOTS PLATTED HEREON, AND ARE HEREBY
RESERVED FOR INGRESS, EGRESS, AND THE INSTALLATION, MAINTENANCE, OPERATION, AND USE OF
SIDEWALKS, AND APPURTENANCES THERETO.
6. NO UTILITY EASEMENT SHOWN OR DESIGNATED HEREON SHALL PRECLUDE THE CONSTRUCTION AND
MAINTENANCE OF HARD —SURFACED DRIVEWAYS OR OTHER SIMILAR HARD SURFACE FLATWORK,
HOWEVER PERMANENT STRUCTURES, TREES, BRUSH, OR PERENNIAL SHRUBS OR FLOWERS WITHIN
THE AREA DESCRIBED IN THE EASEMENT SHALL BE PROHIBITED.
7. ALL EASEMENTS ARE PARALLEL WITH THE LINES, AND CONCENTRIC WITH THE CURVES THAT THEY ARE
DIMENSIONED FROM UNLESS OTHERWISE NOTED.
8. ALL FRONT AND REAR LOT LINES HAVE A 10—FOOT WIDE UTILITY EASEMENT AS SHOWN, UNLESS
OTHERWISE SHOWN OR NOTED.
9. SEE INSTRUMENT NO. 2021-025086 FOR GRAVITY IRRIGATION EASEMENT.
10. SEE INSTRUMENT NO. 2019-037534 FOR ACHD PERMANENT EASEMENT.
11. SEE INSTRUMENT NO. 2022-016935 FOR ACHD SIDEWALK EASEMENT.
SURVEYOR'S NARRATIVE
1. THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON IN ACCORDANCE
WITH IDAHO CODE RELATING TO PLATS AND SURVEYS.
2. THE BOUNDARY LINES SHOWN HERE WERE ESTABLISHED BY HOLDING THE MONUMENTS FOUND
REPRESENTING THE GOVERNMENT CORNERS ALONG ALIQUOT SECTION LINES, AND BY HOLDING
THE MONUMENTS FOUND REPRESENTING THE CORNERS OF PINE 43 SUBDIVISION NO. 1,
PLEASANT VALLEY SUBDIVISION, AND MONUMENTS FOUND OR SET PER RECORDS OF SURVEY NOS.
10366, AND 12729.
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