HomeMy WebLinkAboutFINAL PLAT - 07-00348 - Hidden Valley Trails Ph1 - Final PlatN PHASE 1 N
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
- SECTION 29 -
LEGAL DESCRIPTION A PART OF THE S1/2NE1/4 AND A PART OF THE N1/2SE1/4
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON MADISON COUNTY, IDAHO
COUNTY, IDAHO,
SECTION 29: A PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER (S2NE4)
AND A PART OF THE NORTH HALF OF THE SOUTHEAST QUARTER (N2SE4)
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 29, MARKED BY A 5/8" REBAR, AND
RUNNING THENCE ALONG THE EAST LINE THEREOF SOUTH 0'28'06' EAST 1318.05 FEET TO THE 5/8"
REBAR MARKING THE NORTHEAST CORNER OF THE AFORESAID SOUTH HALF OF THE NORTHEAST
QUARTER; THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'46'53" WEST 902.07 FEET TO A 5/8"
REBAR SET THEREON AND THE TRUE POINT OF BEGINNING:
THENCE CONTINUING ALONG SAID NORTH LINE SOUTH 89'46'53" WEST 1358.20 FEET TO A 5/8"
REBAR AT THE INTERSECTION THEREOF WITH THE EAST LINE OF THAT REAL PROPERTY CONVEYED TO
ROGER 0. PORTER BY THE QUITCLAIM DEED RECORDED JULY 30, 1996 AS INSTRUMENT No. 262364,
MADISON COUNTY RECORDS;
THENCE ALONG LAST SAID EAST LINE SOUTH 0'21'59" EAST 37.27 FEET TO A 5/8" REBAR AT THE
INTERSECTION THEREOF WITH THE NORTH LINE OF THAT REAL PROPERTY CONVEYED FROM SMITH TO
MUIR BY THE WARRANTY DEED RECORDED APRIL 28. 1965 AS INSTRUMENT No. 126622, MADISON
COUNTY RECORDS;
THENCE ALONG THE NORTH AND EASTERN LINES OF SAID LANDS OF MUIR AS FOLLOWS:
NORTH 89'46'53" EAST 685.87 FEET TO A 5/8" REBAR,
SOUTH 2'57'11" WEST 767.65 FEET TO A 5/8" REBAR, AND
SOUTH 11'14'49" EAST 553.54 FEET TO A 5/8" REBAR;
THENCE LEAVING SAID EASTERN LINES NORTH 78'45'11" EAST 209.00 FEET TO A 5/8" REBAR;
THENCE SOUTH 11'14'49' EAST 35.89 FEET TO A 5/8" REBAR;
THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 60.50 FEET, A
CENTRAL ANGLE OF 50'58'26.9". AN ARC LENGTH OF 53.82 FEET, A CHORD BEARING OF SOUTH
36'44'02.7" EAST AND A CHORD LENGTH OF 52.07 FEET TO A 5/8" REBAR;
THENCE NORTH 2746'44" EAST 7.82 FEET TO A 5/8" REBAR;
THENCE NORTH 78'45'11" EAST 168.34 FEET TO A 5/8" REBAR;
THENCE SOUTH 14'44'49" EAST 129.00 FEET TO A 5/8" REBAR;
THENCE NORTH 7515'11" EAST 256.64 FEET TO A 5/8" REBAR;
THENCE NORTH 67'17'46" EAST 107.18 FEET TO A 5/8" REBAR;
THENCE NORTH 17'29'09" WEST 217.68 FEET TO A 5/8" REBAR;
THENCE NORTH 1'18'43" EAST 120.52 FEET TO A 5/8" REBAR;
THENCE NORTH 4346'25" WEST 130.42 FEET TO A 5/8' REBAR;
THENCE NORTH 11'59'54" WEST 230.39 FEET TO A 5/8" REBAR;
THENCE NORTH 29'15'41" EAST 45.45 FEET TO A 5/8" REBAR;
THENCE NORTH 18'48'16" WEST 74.16 FEET TO A 5/8" REBAR;
THENCE NORTH 0'52'53" WEST 285.96 FEET TO A 5/8" REBAR;
THENCE NORTH 3'20'53' EAST 320.98 FEET TO THE TRUE POINT OF BEGINNING.
THE ABOVE DESCRIBED REAL PROPERTY CONTAINS 23.22 ACRES, MORE OR LESS.
DEDICATION
STATE OF IDAHO
COUNTY OF MAD
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ARE THE OWNERS OF
THE REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN THAT THEY
AGREE TO THE DESIGNATION OF THE REAL PROPERTY AS HIDDEN VALLEY TRAILS,
PHASE 1. FURTHER THAT THE OWNERS GRANT, GIVE AND DEDICATE TO THE PUBLIC
SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT, AS SET APART FOR STREETS.
EASEMENTS. AND ANY OTHER DESIGNATED PUBLIC LAND FOR USE OF THE PUBLIC
FOREVER (PER IDAHO CODE 50-1313)IN ADDITION TO THOSE NOW ON RECORD OR
LEGALLY ESTABLISHED.
IT IS ALSO CERTIFIED THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY THE
CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS AGREED
IN WRITING TO SERVE SAID LOTS.
CECIL SATTHERWAITE, VICE PRESIDENT OF EDGE HOLDINGS, LLC
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
BE IT REMEMBERED: THAT ON THISDAY OF , 2007, BEFORE ME
A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED CECIL SATTHERWAITE,
KNOWN OR IDENTIFIED TO ME TO BE VICE PRESIDENT OF EDGE HOLDINGS. LLC,
LLC, AND SUBSCRIBED SAID NAME TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE EXECUTED THE SAME IN THE SAID NAME OF EDGE HOLDINGS, LLC,
MY COMMISSION EXPIRES:
NOTARY PUBLIC
RESIDING IN
PROTECTIVE COVENANTS
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No. MADISON COUNTY RECORDS.
(DATE)
IRRIGATION WATER RIGHTS
WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS
WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT.
VERIFYING SURVEYOR
1, , A REGISTERED PROFESSIONAL LAND SURVEYOR,
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT OF HIDDEN VALLEY TRAILS. PHASE 1, AND FIND
THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS
(SECTION 50-1305).
B
CITY OF REXBURG APPROVAL
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2007,
BY THE CITY COUNCIL OF REXBURG, MADISON COUNTY, IDAHO.
PLANNING AND ZONING
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2007 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50-1308.1 DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
COUNTY TREASURER
RECORDER'S CERTIFICATE
i, HEREBY CERTIFY THAT THE FOREGOING PLAT OF HIDDEN VALLEY TRAILS,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO,
ON THIS DAY OF, 2007 AT_
AND RECORDED AS INSTRUMENT NO.
QlD Y E R
/ G R O U P LLC
ENGINEERING • PLANNING • MANAGEMENT
310 N. 2nd EAST, REXBURG, IDAHO 83440
(208) 656-8800
FINAL PLAT
OF
N HIDDEN VALLEY TRAIL
PHASE 1 N
SHEET 2 OF 2 A SUBDIVISION OF THE LANDS OF
EDGE HOLDINGS, LLC
1 �tNI757EN6 Jp OF RECORD
Ny _ Rfo P� INST. No. 331334, M.C.R.
AND ,..- .. ...,
0
B.2 LOT
11 0.59 case
a
37.27'
OPEN SPACE, P.U.E.
(4,10D Y E R
0f,
O R O U P LLC.
ENGINEERING • PLANNING • MANAGEMENT
310 N. 2nd EAST, REXBURG. IDAHO 83440
(208) 656-8800
FINAL PLAT
OF
N HIDDEN VALLEY TRAIL
PHASE 1
A SUBDIVISION OF THE LANDS OF
EDGE HOLDINGS, LLC
OF RECORD
INST. No. 331334, M.C.R.
A.m c
135&20' R-2� i
170.24 p1 118,04' b 130.50' 1 39.65'39.95
J �
I B.2 LOT 2 ,V47 a4 ai 8.2 LOT 4 v 1 I0 Id
1 i 0.39 =ran yy vi1 pB,'b•�rae 3 " M32 acres i "ITL Y r
+15.23
0.3 (:
Q39
7�
N8]TS7
2'99•W W' +� 0
o -q7 �o. • � J6 B.2 LOTS Y ry 3g0"_
0.35 acres`816.3 % 702.:
45 �' aJ.
.2 LO'f b T 11 ^�°
c'q Av N
BW j a, B.1 LOT 2
0.35 acres C'� • N6Zy �`c�tc •� i 0.35 acres
N87'02'49"W146
134.37' 20.34' 771,
7100p\ "% Iesgt, 10, 761 g4?}Y
LU
nn�� 0 rvo
F B II.. ® (C 8 2 4� /,°m � B.1 I.O'f 3 20.00
01 0.38 acres rrraa..
�
B.2 LOT 7 3 � B.2 LOT 8 /7/ / ' - Z' Y
0.66 acres ,1, 0.36 acres146?s.. g/_`
71 0' i
LOT 9
B.2 r
B.2 acres
146�7j 7� wo• �
O1 OZ^N' X00'
B.2 LOT 10 3 r c32 f
0.62 acres
Nal 29'25'W 7 y/moi a
178.41' , �� 0.3B. I LOT 8
a 29.14- g / 0.37 scree
n of 8.21.0'1' 11 / J J UBm •i SgZY • /
0.40 acres
N87'02' / I
49 W
I
CURVE TABLE
S B.1 IAT 9
140.54'
CURVE
DELTA I
LENGTH
RADIUS
CHORD
BEARING
C1
2' 9' 1"
80.28
200.00
79.74
1 '19'03"E
C2
9'0347'
204.53
300.00
0.60
5089 '04"W
C3
8630.00"
150.97
100.00
7.04
N 7'59'49"W
04
5.41'54'
9.95
100.00
.94
!49.80
147 954.14'E
C5
2850'05'
50.33
100.00
0.36 acr=e
S47'45'59"E
CB
2290'22"
38.70
100.00
38.46
S67'4dnWW
C7
90'00'00"
31.42
20.00
28.28
S3345'11"W
C8
38-45-37
44.65
66.00
43.80
Net 2' 1"W
C9
73'58'48"
25.82
20.00
24.07
142529.48"W
CIO
• 7'0 •
65.28
57.00
61.77
198.57"
C11
6626'11'
66.09
57.00
62.45
58720.3 '
C12
63-46-46-
63.45
57.00
60.22
N27.32.57"E
Ci3
70'01.55'
89.67
57.00
65.41
N39'21' 4"W
014
4'04'16"
11.89
20.00
1 11.72
557.20.13"E
015
10'33'46"
24.70
134.00
24.67
N4 '34'58"W
018
28101,51"
65.58
134.00
1 64.90
N64' 2'46'W
C17
22'21'07"
52.28
134.00
1 51.94
S89'55.1 "W
C18
90'00'00'
31.42
20.00
28.28
S56 -14-49"E
CIO
90'00'00"
31.42
20.00
28.28
S3345'1 I"W
C20
45'28'07*
15.87
20.00
15.46
N8412.39'W
C21
72' 4'
72.20
57.00
67.47
829495"E
C22
47'30'47*
47.27
57.00
45.93
N22 -11-4 2-E
C23
61'
61.16
57.00
58.27
N3217'S "W
C24
4 '1 ' '
45.94
57.00
44.71
N86'07'35"W
C25
43'11'51"
42.97
57.00
41.96
S4911'05'
C26
45' 7'
15.87
20.00
15.46
N5019'13"
C27
W41'54"
6.56
66.00
6.56
N75'54.14"E
C28
9000'00"
31.42
20.00
28.28
55614.49'
C29
'41' 4"
13.33
134.00
13.32 1
N75'54'14"E
C30
19*311W
Elmo
260.50
88.37 1
50128' "E
C31
19'31'54'
88.80
260.50
88.37
S1B'0 'Ol"W
C32
'p ' "
31.42
20.00
28.28
S72*405WW
C33
W28I
15.87
20.00
15.46
N39 e' 8"W
C34
53'15'02'
52.98
57.00
51.09
S4320.25"E
C35
'00.00'
54.72
57.00
52.64
1182.3 •0 "E
C38
4'56'37•
64.61
57.00
61.20
633'45"E
C37
44.29'33'
44.26
57.00
43.16
N32'09' 1'W
C38
531602"
52.98
57.00
51.09
N81 1' '
039
7"
15.87
20.00
15.46
S84'55'O5"
C40
90 0007
31.42
20.00
28.28
SITIVOOVE
C41
13' 1"
58.07
239.50
57.93
N11'4 ' "
C42
1-
38.06
239.50
38.02
N2315.48"
C43
13'25'08"
15.46
66.00
15.42
S 528'28"E
C44
59'07'50"
20.64
20.00
1934
1911'591
C45
99'09'14"
98,84
57.00
86.79
N3992'41"W
C46
78'09'18'
77.75
57.00
71.86
S52'08'04'W
C47
92.3533'
92.11
57.00
82.41
94'20"E
C48
'45'15"
14.23
20.00
13.93
N '
C49
1 • 6'47'
29.50
134.00
29.44
S45'05'15"
C50
10.47'23^
25.23
134.00
25.20
s56-47-2owE
C51
2 ' 9' 1•
64.42
160.50
63.99
N1619'03'E
C52
0'0Ob0'
31.42
20.00
28.28
N7 ' "
C53
•00•
31.42
20.00
28.26
N1711'02"W
C54
13'28'46" 1
79.87
339.50
79.69
521'04'35"W
C95
17'
103.11
339.50
102.72
SO '38'09'W
C56
Bm0' •
48.48
339.50
48.44
S07'09'21"E
C57
9 '00. 0'
31.42
20.00
28.28
143345'11"E
C50
16'21'30"
38.26
134.00
38.13
S70*3,V26'W
C59
34'52.37"
40.18
86.00
39.56
58118'52"W
C60
90'0 ' "
31.42
20.00
28.28
N5614'49'W
(4,10D Y E R
0f,
O R O U P LLC.
ENGINEERING • PLANNING • MANAGEMENT
310 N. 2nd EAST, REXBURG. IDAHO 83440
(208) 656-8800
FINAL PLAT
OF
N HIDDEN VALLEY TRAIL
PHASE 1
A SUBDIVISION OF THE LANDS OF
EDGE HOLDINGS, LLC
OF RECORD
INST. No. 331334, M.C.R.
A.m c
135&20' R-2� i
170.24 p1 118,04' b 130.50' 1 39.65'39.95
J �
I B.2 LOT 2 ,V47 a4 ai 8.2 LOT 4 v 1 I0 Id
1 i 0.39 =ran yy vi1 pB,'b•�rae 3 " M32 acres i "ITL Y r
+15.23
0.3 (:
Q39
7�
N8]TS7
2'99•W W' +� 0
o -q7 �o. • � J6 B.2 LOTS Y ry 3g0"_
0.35 acres`816.3 % 702.:
45 �' aJ.
.2 LO'f b T 11 ^�°
c'q Av N
BW j a, B.1 LOT 2
0.35 acres C'� • N6Zy �`c�tc •� i 0.35 acres
N87'02'49"W146
134.37' 20.34' 771,
7100p\ "% Iesgt, 10, 761 g4?}Y
LU
nn�� 0 rvo
F B II.. ® (C 8 2 4� /,°m � B.1 I.O'f 3 20.00
01 0.38 acres rrraa..
�
B.2 LOT 7 3 � B.2 LOT 8 /7/ / ' - Z' Y
0.66 acres ,1, 0.36 acres146?s.. g/_`
71 0' i
LOT 9
B.2 r
B.2 acres
146�7j 7� wo• �
O1 OZ^N' X00'
B.2 LOT 10 3 r c32 f
0.62 acres
Nal 29'25'W 7 y/moi a
178.41' , �� 0.3B. I LOT 8
a 29.14- g / 0.37 scree
n of 8.21.0'1' 11 / J J UBm •i SgZY • /
0.40 acres
N87'02' / I
49 W
I
MADISON
S B.1 IAT 9
140.54'
L E G E N D
0.34 acres
Ci BYLOT 12I
0- 1/2" REBAR WITH L.S. CAP SET
��gggg
) Nel'42'SB'W
0- 5/8' REBAR WITH L.S. CAP SET.
I
R-10 -FOUND 5/8' REBAR PER R-1
0. sea
I Y
''I
1 122.03'
J
I
l
I
P.U.E. - PUBLIC UTILITY EASEMENT
58943'47'W
R-1
0 50 100 200
I
$
135.94' 0
I q
B.l LOT 10
L
Ski' F'
0.36 acr=e
q
BASIS OF BEARING
39.5' 395'
w [
u, B.2 LOT13
EASEMENT LINE
m
l'. -105.02
0.34 acres
a
Z IJI
c?e Yoc, y
BY GLOBAL POSITIONING SYSTEM METHODS BASED
EASEMENT NOTE
�P6.4$11 Ems.
acres
B.1 LOT4
0.33 acres
]� IL 0 O IIS I
rg<--C38� B.1 LOT5
,-,. ase �\_ 0.42 acres
vw
-�� aL,ay 172.37'
a'i - �iB S89'48'19"E N
Y A8
" B.1 L01'6 n m
�Gyy -P 0.35 acres
M !
B.1 LOT 7,��m�s�. m
0.29 acres 4` 0'V 0'V B,1 LOT 26
51' 97.55' G 3.00 acres S1Y6r
9'W
147,3.02:30,E VI PALCE p'
B.1 LOT 12 3 ,a '� P.U.E.
0.27 acrea.a'('_ q �•
B.1 LOT 11
Q40 acres
J
8.4511.W 1
130.00 Z s 14'16452 Y V 12� v`' o Om,
Q105.02" '079
B.2 LOT14 1' m I C" 1 ` g
0.36 acres Z lu 1 B 110,1,17 ? c B.1 LOT 1f
J n 1 o w, 0.32 acres
672.26' To q9 -T c 1 0.38 acres m
P 45.11"
CENTER 1/4 CORNER,
SECTION 29:
FOUND BRASS CAP PER R-1, a�n'
AND PER C.P.flEC. 13140'003, IA
INST. No. 304335, M.C.R. in
A
N 589.45'59"W
ll ----
1105.40'
1 OF 2
B.3 LOT L10
0.35 acres
0
I
m o a
� 6.3 LOT 2 g A
0.36 acres
II Ida 1.1.
N7g 4g
Sill
S76z�" (C I
8®
1 1 B.1 t.OT 19
'1 B.1 LOT 18 a 0.32 acres
` 0.31 acres
11__to
R=60.50
L=53.82
Ton -28.84
a-50.58'26.9"
F! eJ 14'16,20,03 E
10360
,20 B.1 LOT 14
y/ s .37 acres
Tir
7 bl.
B.1 LOT 15J'BF
0.32 acres
S78'45'11'W
A336.2000
Z ri U
3 B.1 LOT 20 '1
u' s 0.41 acres i
Y. 224 4�
�gg'11�- �oINT !c
TRPIL Ca�
B.I LOT 25 m1 B.1 LOT 24
0.36 acres 0.27 acres
B.I LUI'23
0.36 acres
B.1 LO'f 21
0.36 acres
No. 266776, M.C.R.
209.07 R-2
589'46'53"W
NE CORNQR S 1/2 OF THE J
BEGINNING FINAL PLAT FOUND 5/
TRUE POINT OF NE 1/4, SECTION 29: J
6" REBAR PER R-1. ,
N HIDDEN VALLEY TRAILS N
N PHASE 1 N
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
- SECTION 29 -
A PART OF THE S1/2NE1/4 AND A PART OF THE N1/2SE1/4
I
MADISON
COUNTY, IDAHO
I
L E G E N D
I
0- 1/2" REBAR WITH L.S. CAP SET
0- 5/8' REBAR WITH L.S. CAP SET.
I
R-10 -FOUND 5/8' REBAR PER R-1
I
R-20 - FOUND 5/8" REBAR PER R-2
0 - SECTION CORNER FOUND AS INDICATED
I
M.C.R. - MADISON COUNTY RECORDS
P.U.E. - PUBLIC UTILITY EASEMENT
0 50 100 200
EXTERIOR PROPERTY UNE
- - - - - - - STREET RIGHT OF WAY DENTERLINE
LOT LINE
SECTION OR SECTION
BASIS OF BEARING
_ _ _ -
SUBDIVISION LINE
_ _ _ _ _ _ _ _ PUBLIC UTILITY
THE BASIS OF BEARINGS OF THIS MAP IS GRID
EASEMENT LINE
NORTH ON THE IDAHO STATE PLANE COORDINATE
SYSTEM OF 1983, CENTRAL ZONE, AS DETERMINED
BY GLOBAL POSITIONING SYSTEM METHODS BASED
EASEMENT NOTE
Im
ON N.G.S. POINT AA3683. ALL DISTANCES SHOWN
�• ARE HORIZONTAL GROUND DISTANCES IN U.S.
A TEN FOOT WIDE PUBLIC UTILITY EASEMENT
SIM
£ SURVEY
EXTENDS ALONG ALL OF THE STREET FRONTAGE
1=Im
DECIMAL FEET.
`fu
OF ALL OF THE LOTS. ADDITIONAL PUBLIC
ulm
s
UTILITY EASEMENTS EXIST AS SHOWN HEREON.
H LINE TABLE
ALL OF LOT 26 BLOCK 1 IS A DRAINAGE AND
m
a LINE I LENGTH I BEARING
•- -----------
PUBUC UTILITY EASEMENT AND AN OPEN
SPACE AREA ALL OF LOT 1 BLOCK 2 IS A
B.I LO'f 22
0.57 acres
PUBUC UTILITY EASEMENT AND AN OPEN I
SPACE AREA.
FLOOD PLAIN DESIGNATION
SUBJECT PROPERTY IS LOCATED IN ROOD
ZONE "X' ('AREAS DETERMINED TO BE OUTSIOE I
500 -YEAR FLOOD PLAIN-) PER FEMA FLOOD
INSURANCE RATE MAP No. 1806501 0
EFFECTIVE DATE JUNE 3, 1991 FOR MADISON
COUNTY, IDAHO, AND INCORPORATED AREAS. 1
R E F E R E N C E S I
R-1: RECORD OF SURVEY MAP OF THE LANDS OF EDGE HOLDINGS, AND I
RASMUSSEN RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No.
332348, M.C.R.
R-2: THE FINAL PLAT OF HIDDEN VALLEY SUBDIVISION. PHASE 8,
RECORDED MAY 11. 2005 AS INSTRUMENT No. 319628. M.C.R.
I
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY THE IDAHO CODE TITLE $0. CHAPTER 13,
HAVE BEEN SATISFIED BASED ON THE DEQ APPROVAL OF THE DESIGN PLANS AND
SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME
w OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACIUTES WERE
rt n CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE
p BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE BEEN CONSTRUCTED
OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACIUTES. IF THE
DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEO,
z THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY TIE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, AND NO
CONSTRUCTON OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR
SEWER/SEPTIC FACILITES SHALL BE ALLOWEO.
I Z I
DATE DISTRICT 7 HEALTH DEPARTMENT
I
'a $ EAST 1/4 CORNER, I
SECTION 29:
FWND BRASS CAP PER R-1
AND PER C.P.REC. 27WT97,
1 .� INST. N. 266785, M.C.R. ��Ij28
------------- 589'45'599-W ------1/ V
s 739.31' (OVERALL 262].61' -SEE R-1)
I UTILITY EASEMENTS 29
Utility companies shall have the right to install, maintain• and operate their
10156 E equipment and all other related facilities above and below ground within
Lg1y1'� the Public Utility Easements (PUE) identified on this plot map as may be
necessary or desirable in providing utility services within and without the
lots Identified herein, including the right of access to such facilities, and
the right to require removal of any obstructions including structures. trees,