HomeMy WebLinkAboutRevised Final Plat (2) V1PLAT SHOWING
APPROVED
,21,z2
_..vna:a�os
N89'11'05"W 2655.63'
NO CAP.
FOUND BENT 5/8" UNPLATTED
PLACED CAP.
PIN, NO CAP. RESET. POINT OF SAO S.11
s89.11'05"E 876.48' W. PINE AVE. BEGINNING
C 1' 4Y 1716.13 n------------------------------- -
a 25' ROW TO BE DEDICATED TO ACHD S00'48'55"W 20.00' 63.02' CP&F INST N0.
CP&F INST N0. I 1 BLOCK 1 PLS 11118 1114007427
2016-011211 S44'09'34"E 21.21'
PLS I
15082
I
N 1
Lu
o h1 0 I I
48'
A 1
Z N 1 1 EXISTING
I ROW
N897i "05"W 531.50 i
ZI OI J
I o I
1 I 1 w �
No
I �� I
i n5
BLOCK 1
---- ; BLOCK 1
PLS 11118 `♦ O
SHEET 2 ♦\ O
------------------------------------------------------ — --
—
S\♦ ROW TO BE
SHEET 3
DEDICATED TO
♦ ACHD
I I ti ♦
2os.♦ R��.
I I
I I �' � ♦ As
AAA.1
SS\♦♦
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\
LEGEND ♦\
------- SUBDIVISION BOUNDARY
- - - SECTION LINE
°I
SURVEY TIE LINE
RIGHT OF WAY LINE
\♦ $� 0 4O 8O 160
- - - - - - - - EASEMENT LINE (SEE NOTE 12)
EXISTING EASEMENT LINE ♦\ SCALE IN FEET
- - - - - - - - SEWER/WATER EASEMENT LINE ♦♦ 1 80'
1
I
— PRIVATE ROAD EASEMENT LINE
-------------i ACHD STORM DRAIN EASEMENT PLS 752------------ -
-------------J SEE NOTE 14 N88'29'39"W 480.42' FND PLS 5082
PIN
0.50' NORTHWEST
CENTERLINE o RESET AT CORNER
EXISTING LOT LINE
LOT LINE
OLOT
NUMBER
FOUND BRASS CAP
®
FOUND 5/8" IRON PIN
WITH PLASTIC CAP AS NOTED
•
SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118
0
CALCULATED POINT
0
SET 5/8" IRON PIN WITH
PLASTIC CAP, PLS 11118
UNPLATTED
-----_-_-_UNION-PACIFIC RAILROAD
SURVEYOR'S NARRATIVE
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM
SURVEYED TIES TO EXISTING CONTROLLING MONUMENTS,
INFORMATION FROM RECORD OF SURVEY NUMBERS 2208, W. FRANKLIN RD
2463, 2539, 9058, AND 11788. THE SURVEYED
MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE
RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE
BOUNDARY FOR THE SUBDIVISION SHOWN HEREON.
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S.10 S.11
S.15 S.14
HILEI HIGH PINES S UBDI VISION
A PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 10
TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN
MERIDIAN, ADA COUNTY, IDAHO
NOTES: 2022
1. Any Re -Subdivision of this Plat shall be in compliance with the most
recently approved Subdivision Standards of the City of Meridian.
2. This development recognizes Idaho Code Section 22-4503, 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."
3. Irrigation water has been provided by Nampa & Meridian Irrigation District in
compliance with Idaho Code Section 31-3805(1)(b). Lots within the
subdivision will be entitled to Irrigation Water Rights and will be Obligated for
Assessments from Nampa & Meridian Irrigation District.
4. Direct lot access to W. Pine Ave or N. Ten Mile Road is prohibited.
5. Lot 1, Block 1 is a common lot and shall be owned and maintained by PR III
Baron BFR Ten Mile Owner LLC. All common lots are subject to a blanket
public utility easement and irrigation easement.
6. This development is subject to an existing Sanitary Sewer and Water
Easement to the City of Meridian as shown in Instrument No. 2021-119154,
records of Ada County.
7. Lot 1, Block 1 is subject to an existing permanent easement to the Ada
County Highway District as shown in Instrument No. 107040131, records of
Ada County.
8. Lot 1, Block 1 is subject to an existing Idaho Power Easement as shown in
Instrument No. 104133246, records of Ada County.
9. A Private Road Ingress -Egress and Emergency Access Easement is hereby
designated as shown hereon. All roads within this subdivision shall be Private
Roads. The maintenance and operation of the Private Road Ingress -Egress
and Emergency Access easement shall be the responsibility of PR III Baron
BFR Ten Mile Owner LLC, or its assigns.
10. This development is subject to an existing Sanitary Sewer and Water
Easement to the City of Meridian as shown in Instrument No. 112067545,
records of Ada County.
11. Lot 1, Block 1 is subject to an existing Idaho Power Easment as shown in
Instrument No. 102026870, records of Ada County.
12. Lot 1, Block 1 is subject to a blanket Permanent Public Utilities, Property
0 C! Drainage and Irrigation Easement. A ten (10) foot wide Permanent Public
Utilities, Property Drainage and Irrigation Easement is hereby designated
w N along the subdivision boundary as shown and in Lots 2-6, Block 1 as shown
m on this plat.
L 13. ACHD License Agreement - as recorded in Instrument No. 2022-012279,
0 3 records of Ada County.
N Ln 14. Portions of Lots 1 & 4, Block 1 are servient to and contains the ACHD
Na Storm Water Drainage System. These lots are encumbered by that certain
rob First Amended Master Perpetual Storm Water Drainage Easement, recorded
N 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.
15. ACHD Permanent Easement - as recorded in Instrument No. 2021-119102,
records of Ada County.
16. ACHD Temporary Turnaround Easement - as recorded in Instrument No.
2021-122975, records of Ada County.
17. ACHD Right-of-way Dedication - as recorded in Instrument No.
2021-119103, records of Ada County.
18. ACHD Permanent Easement - as recorded in Instrument No. 2021-017264,
records of Ada County.
19. City of Meridian Pathway Easement - as recorded in Instrument No.
2022-043384, records of Ada County.
20. The bottom of structural footing shall be set a minimum of 12-inches above
the highest established normal ground water elevation
21. The development is subject to the terms of an existing City of Meridian
development agreement - as recorded in Instrument No. 2021-046525
CLINTON W. HANSEN, PLS
LAND SOLUTIONS, LAND SURVEYING
& CONSULTING, PC
231 E. 5TH ST., SUITE A
MERIDIAN, ID 83642
CP&F #110073397
SEE SHEETS 2 & 3 OF 5
FOR LINE AND CURVE
TABLES
SHEET 1 OF 5
APPROVED
o l21122
111
ACHD TEMPORARY H LE HIGH r 11V ES S lJT D1 17 S1 OX
TURNAROUND EASEMENT - ACHD PERMANENT
/ \ SEE NOTE 16 EASEMENT - SEE NOTE 15 - - - - - - SEE NOTE 17
/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - MERIDIAN SEWER &
/ I\ FOUND BENT 5 8" PIN, - - \
------------------------------------------------------- WATER EASEMENT -
/ In NO CAP. RESET. SEE NOTE 10 - - - - NO CAP.
I II S89'11-- 876------------------------------ PLACED CAP.
i
-------------
�----- W. PINE AVE. '
-*.98'
--------------------------------------- --
25.13' 30.65 - -
\ 1
\ ^ S89'11'05"E 655.15' S00'48'55"W 20.00'
o.' .' PLS 11118
L
\ .t --------------------- 1 51 - - -
--------------�------- 18.1 L2 S44"09'34"E 21.21' y
\\-----------------------------S89'11'05"E 654.31'----------------------------------i
--------
----------------
\\ �/ 1 w 406.1fi 562.82' ------------------------ L5 l
I 20.10' w w ao 241.6-0 25.00' L3 PLS 5082
-------- N89 °)1'OS'W Y �
w � U) I w Lill L6 L4 23.63'
Cf)o BLOCK 1 1Iw II 65' L7 I
1 f 10' SEE NOTE 12 0 0 0 soo a8'ss"w� 1 Q L- - - soo a8'ss"w
II N063224"E z z 93.87' W III w I I 93.87' L8
N r-148.51' )' IIJ �r NJ
INI 3 ��1 ��1 .
I O oZ1 1IU 1 r1
N l i � 0 2 i I z Al1 Z 1'6 O
1 o
MERIDIAN SEWER & WATER - - V) NOTE 6 aN Z
sa27179 EASEMENT - SEE NOTE 6 sss°n'os'E 3A, SEE 1 U U \\�
1,,1 500°48'55"W - - - - - - - - 2ss.32 r C1 S89'08'02"E
='d' 1 28.50'� I -� N00°48'55"E r------- -� p--------------�i--1.J
N S89°11'05"E I 1 1 111-28.50' �N00°48'55"E I �i I 1 i� , N51'1930"W 215.90'
11 S89°71'05'E L 28.50' I N5657'43"E
iq _ 101._ L_ I-L_=83.25� ---------------� / /
O 1 N C6 55745'Ol E N89'11'OS"W 531.50 G11 C� C2
Z C) S8971'05E W. LITTLETON LN.(PRIVATE) S89°11'05"E \ M 1 ACHD PERMANENT
_ 14.47' 114.55' 101.84'
- s8971'05 E 350.41 - - ___ _ _ _f \\� U` EASEMENT -SEE
- - - - - - - - - - 7� N565743"E NOTE 7
1 55745'O1 E I 1 -1 r - - - - � � p - - - - � \ I 9.22' � 1 18.90'
2.43' I I 1 1 11 w \ 1 1 1 S89°71'OS'E
1------��----� ��----.�_i---~ __-79.57'-_ W 1 S005158"W
r--- p-------��---------- O
�I 1 0 358.72' L J- - �S45°48'55"W 160.97' 3
'k N89°11'05"W ;� I 3 1 S89 °11'OS'E O �u
115. 12' !` j'O� h `� W �0 4.24' Q N m
In >_
I"oI W ;rvl INv 1 W _ No051'58'E� '00 ro�
73.87' a �No
2
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z rn OO S3T1 28.61' J Z 1
Nry 1 1 p
I Io cn O / Y
PRIVATE ROADWAY / wLLJ 191.50'
I I = CJ �N473254"E
NOTEEASEMENT-SEE BLOCK 1 Soo51'58"w�of I N89'08'02"W
\ p 160.97' 1 00 . 1
\ LL MI
I \ \ 18.09, U- n �I BLOCK 1
1 \ \ N4227'06"W W J p c01
1 I 54277'06E \ \ ' \\ ra2.25' �:� U 0
14.86' / \ (l 26. 50' '54 E 0 I Z 1
PLS 11118 \ �� \ �2s.so' 001 I Z I l SEE NOTE 14-�
\ N473254 E /Q�r \ \ \ / ^ N N4227'06"W a J C4 N18°50'41 "W O
\ s 142.29' \>
�/ 1�i m\� \-�34.74
%\6s �. �� ,`!V1/ Aso \\orn, �'� /� \\ 426.36' PRIVATE ROADWAY
\ ��� • JP�� ��\ \ �� `'�?s� \v' \ EASEMENT - SEE
<\ NOTE 9
F \
------------ -- ----------I r1r)
- - - - - - - - - - - - - - - - - - - - - - - - - -
MATCH SHEET 3 MATCH SHEET 3
LEGEND
Line Table
Line #
Direction
Length
L1
S72'57'17"E
28.52'
L2
S79'35'35"E
78.19'
L3
S89'11'05"E
122.09'
L4
S40'16'56"E
18.60'
L5
S72'57'17"E
26.83'
L6
S79'35'35"E
81.02'
L7
S89'11'05"E
101.40'
LB
S40'16'56"E
6.97'
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
118.50'
3.88'
3.88'
N37'30'15"W
1'52'30"
C2
118.50'
77.42'
76.05'
N17'51'01"W
37'25'57"
C3
118.50'
81.30'
79.71'
N18'47'17"W
3918'28"
C4
61.50'
42.31'
41.48'
S18'50'41"E
39'25'19"
C5
100.00'
31.60'
31.47'
S82'27'12"W
18*06'18"
C6
37.50'
20.57'
20.32'
S73'28'03"E
31'26'04"
C7
62.50'
34.29'
33.86'
S73'28'03"E
31'26'04"
C8
62.50'
47.20'
46.08'
S20'49'05"E
43'16'01"
C9
38.00'
28.69'
28.01'
S20'48'39"E
43*15'09"
C10
112.50'
66.47'
65.51'
N73'53'19"E
33*51'12"
C11
87.50'
51.70'
50.95'
N73'53'19"E
33*51'12"
C12
87.50'
57.60'
56.56'
S18'02'31"E
37'42'52"
C13
87.50'
52.74'
51.95'
N16'24'10"W
34'32'15"
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C14
112.50'
74.15'
72.82'
N18'00'59"W
37'45'55"
C15
92.50'
63.64'
62.40'
S18'50'41"E
39'25'19"
C16
67.50'
46.44'
45.53'
S18'50'41"E
39'25'19"
C17
112.50'
35.61'
35.47'
S82'26'12"W
18'08'19"
C18
112.50'
30.59'
30.49'
N30'46'02"W
15'34'38"
C19
87.50'
60.20'
59.02'
N18'50'41"W
39'25'19"
C20
112.50'
21.77'
21.73'
N04'40'37"W
11'05'09"
C21
87.50'
27.72'
27.60'
S82'25'54"W
18'08'53"
C22
37.50'
30.13'
29.33'
S65'28'22"E
46'02'33"
C23
62.50'
49.22'
47.96'
S65'00'50"E
45'07'28"
C24
28.00'
22.50'
21.90'
N24'31'38"E
46'02'33"
C25
53.00'
42.59'
41.45'
N24'31'38"E
46'02'33"
C26
112.50'
53.94'
53.43'
S12'55'18"E
27'28'26"
-------
SUBDIVISION BOUNDARY
SECTION LINE
SURVEY TIE LINE
RIGHT OF WAY LINE
EASEMENT LINE (SEE NOTE 12)
EXISTING EASEMENT LINE
- - - - - - - -
SEWER/WATER EASEMENT LINE
-
PRIVATE ROAD EASEMENT LINE
i
ACHD STORM DRAIN EASEMENT
j
SEE NOTE 14
CENTERLINE
EXISTING LOT LINE
LOT LINE
Ol
LOT NUMBER
FOUND BRASS CAP
®
FOUND 5/8" IRON PIN
WITH PLASTIC CAP AS NOTED
SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118
0
CALCULATED POINT
0
SET 5/8" IRON PIN WITH
PLASTIC CAP, PLS 11118
50 0 25 50 100
SCALE IN FEET
1 "= 50'
SEE SHEET 1 OF 5 FOR NOTES
SHEET 2 OF 5
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PERMANENT
EASEMENT -
SEE NOTE 7
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IDAHO POWER
EASEMENT -
oii
I
SEE NOTE 8
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77.91'
M
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CLINTON W. HANSEN, PLS
LAND SOLUTIONS, LAND SURVEYING
& CONSULTING, PC
231 E. 5TH ST., SUITE A
MERIDIAN, ID 83642
APPROVED
0 12s 22
MILL' HIGH PINES SUBDIVISION
-- MATCH SHEET 2 a
MATCH SHEET 2
- - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - -- - - - - - - - - - - -r---f - 4---�-- \ 7.00' -
\ N38'33'21 "W 4
135.37' O I
N882939"W
\ c^ MERIDIAN SEWER & WATER �• �� ems\ S3833'21 E 81.66' j
N4227'06'W EASEMENT - SEE NOTE 6 `��9`�i�• 125.27'N88'29'39"W
\ co `ter. o\ \
25.00' �� \\\ \\ �� F \\ �'��/ s8s°oa3a2' 91.55'
\` \ �Y/ P4 S3833'21 �`',c� \\ C17
`\` \ N4T32'54"E /,Q� o O6 125.27' iii
C \� s. N65'36'10"W� \ I I }
Ox/ \Y�^'�� \ \\� 4.
No2224.17UI ��\ C51 LL9�
A2•\ �/ \\ // \� N87°30'58"E 1BEVA-LN.
�jN473254"E \ � � / \ 103.99' 4.35'-
Oss� 159.25, \ \ �21 (PRIVATE)
\ ro S30'51'05"E�% N Ir------
\ I S8829'39"E
S4227'06 E\ G < \
151.25' \\ \\�J�RP� OFF.\ N73'2'
N8829 9
2016' 81
BLOCK 1
S005158"W z ply
\\ N89'08'02"yy �114�80'� II S89'08'02"E
N0130'21'E 113.40' _ I 110.00'
------- `\\\\\/Vp Q Q / ���` �•r,/ s\ \ \\ \ F� �� \ 2a4.47' IN8829'39"WLEGEND (N88 29'39"W'15 C22 08J59'
N0051'58'E
282.55'SUBDIVISION BOUNDARY N0130'21E
w
00
--- 00
SECTION LINE 10.5e• W. NEWLAND LN. (PRIVATE)
SURVEY TIE LINE \ \ \ 5005158"W 0
RIGHT OF WAY LINE N4275'22-W \ N0130'21 E \ IT,
I I 127.44 Z
- - - - -
10.58' \ V N882939"W
25.00' \ �L o I I I I Z - - - - - - - - EASEMENT LINE (SEE NOTE 12) \ \ \ ry II 213.87 _ _ J II
--------------- EXISTING EASEMENT LINE \ p\ V
5882939'E C� 164.84' -
3-I 31' SEE NOTE 6
I Y
- - - - - - - - SEWER/WATER EASEMENT LINE \ \ \ OFF �kE �' \ �k9�ti5 h W
Uj
PRIVATE ROAD EASEMENT LINE �♦ \ NO �k1�ryahQ $ &� 5 owl U I II
M
N
N
W
00
L0
;n
0
z
i
co
Ln
N
N
M
m
LO
L------------- T SEE NOTE 14 DRAIN EASEMENT \\ gti� S0051'58"W r LL- I II
12727' - �L
/ N42 27'06 "W
CENTERLINE \\ \ �z `�,� ` , w l J I I I
EXISTING LOT LINE ` \ �Q37.50'
LOT LINE `\ \ \ �� In 161 I
Ol LOT NUMBER N4227'O6"W ���_ -------�882°39�---------- 2�1Z II
12.10' - - - - - - - - - - - 333. OS_ - _ - I- - �'88 23'33"� -
- - - - J 67 00'
1!s _ _ --- _____ 450.42I I---JL -
FOUND BRASS CAP PLS 752 N4732'54"E "t�--- - _____ 30.
13s1' N88'29-39"W 480.42' a2 N
® FOUND 5/8" IRON PIN N882939"W r S8908'02 E o
WITH PLASTIC CAP AS NOTED 18.59, S882939"E W Ld 25.00'
SET 1 2" x 24" IRON PIN 8.46 0 0 o
/ N47'32'S4 E
WITH PLASTIC CAP, PLS 11118 3280'
CALCULATED POINT N N
N4227'06"w UNPLATTED
0 SET 5/8" IRON PIN WITH 31.62 0 o
PLASTIC CAP, PLS 11118 -
Line Table
Line #
Direction
Length
L1
S72'57'17"E
28.52'
L2
S79'35'35"E
78.19'
L3
S89'11'05"E
122.09'
L4
S40'16'56"E
18.60'
L5
S72'57'17"E
26.83'
L6
S79'35'35"E
81.02'
L7
S89'11'05"E
101.40'
L8
S40'16'56"E
6.97'
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
118.50'
3.88'
3.88'
N37'30'15"W
1'52'30"
C2
118.50'
77.42'
76.05'
N17'51'01"W
37'25'57"
C3
118.50'
81.30'
79.71'
N18'47'17"W
3918'28"
C4
61.50'
42.31'
41.48'
S18'50'41"E
39'25'19"
C5
100.00'
31.60'
31.47'
S82'27'12"W
18'06'18"
C6
37.50'
20.57'
20.32'
S73'28'03"E
31'26'04"
C7
62.50'
34.29'
33.86'
S73'28'03"E
31'26'04"
CS
62.50'
47.20'
46.08'
S20'49'05"E
43'16'01"
C9
38.00'
28.69'
28.01'
S20'48'39"E
43'15'09"
C10
112.50'
66.47'
65.51'
N73'53'19"E
33'51'12"
C11
87.50'
51.70'
50.95
N73'53'19"E
33'51'12"
C12
87.50'
57.60'
56.56'
S18'02'31"E
37'42'52"
C13
87.50'
52.74'
51.95'
N16'24'10"W
34'32'15"
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C14
112.50'
74.15'
72.82'
N18'00'59"W
37'45'S5"
C15
92.50'
63.64'
62.40'
S18'50'41"E
39'25'19"
C16
67.50'
46.44'
45.53'
S18'50'41"E
39'25'19"
C17
112.50'
35.61'
35.47'
S8226'12"W
18'08'19"
C18
112.50'
30.59'
30.49'
N30'46'02"W
15'34'38"
C19
87.50'
60.20'
59.02'
N18'50'41"W
39'25'19"
C20
112.50'
21.77'
21.73'
N04'40'37"W
11'05'09"
C21
87.50'
27.72'
27.60'
S82'25'54"W
18'08'53"
C22
37.50'
30.13'
29.33'
S65'28'22"E
46'02'33"
C23
62.50'
49.22'
47.96'
S65'00'50"E
45'07'28"
C24
28.00'
22.50'
21.90'
N24'31'38"E
46'02'33"
C25
53.00'
42.59'
41.45'
N24'31'38"E
46'02'33"
C26
112.50'
53.94'
53.43'
S12'55'18"E
27'28'26"
----------------- UNION PACIFIC RAILROAD- -
50 0 25 50 100
SCALE IN FEET
1 "= 50'
SEE SHEET 1 OF 5 FOR NOTES
SHEET 3 OF 5
III
III I
III
II
I
II
III
of
n I
III I
it 00
,1�'l O
-
.1 N
4.8.00'
I
W. TREVA DR.
IDAHO POWER
EASEMENT - SEE
NOTE 8
�-IDAHO POWER
EASEMENT - SEE
NOTE 11
CLINTON W. HANSEN, PLS
LAND SOLUTIONS, LAND SURVEYING
& CONSULTING, PC
231 E. 5TH ST., SUITE A
MERIDIAN, ID 83642