HomeMy WebLinkAboutSURVEYOR REVIEW 4.1.24 - 24-00053 - Alpine Heights D1 REV1RECEIVED
E
P=it # : 24-00053
: 3/12124
CITY OF REXBURG
4�,. Madison
,�4 Fire Department
0
°�MPw ��
for
1 Codede Compliance
Reviewed for
' Code Compliance
PO6IIc Waft
�•" ° b Reviewed for
;.
Code Compliance
'5::;� F921
GIS Depat6nent
CENTER QUARTER CORNER OF SECTION 211,
FOUND BRASS CAP MONUMENT
I- ROLLING HILLS ESTATES J - PER CPBF#3oa335_ - _ C ALPINE HEIGHTS DIVISION No. 1
SUBDIVISION DIVISION Na.2 (Rf-NS9.44'IrE9O3.8e7 550 SOUTH STREET 3a07 A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO
30.W INSTRUMENT#186192 N 89.44.12" E 961 Rr _ 1515.93' _ -
96;98L e3.00_ - 83.00 - - 83.D9 72.as ��S4Ar sa.ar��..73_01'- 53.09 53.00' - - e3.D9 _ - 11s.ar BEING PART OF THE SOUTHWEST 1/4 OF SECTION 29, AND THE
& 3 ' \ Ca9 i` -NORTHWEST 1/4 OF SECTION 32 TOWNSHIP 6 NORTH, RANGE 40 EAST
3 3 ; W I W W W PLS 8252
3 g H BLOCK t I 3 BLOCK 2 ti Las OF THE BOISE MERIDIAN
DEED INSTRUMENT a n a e L0T2 n LOTS LOT a L0T5 a TEMPORARYTVRN
NO.349407 r LOT 1 N LOT 2 LOT 3 LOT 4 n LOT 5 Iw LOT 1
'm� aaes Ac. 0279 AC. o 0279AC. e g o27a AC. 0.3w AC. .N �1 a3aa AG a 027e AC. c a2re Ac. 02n AC. c g a3ee Ac. g SEE NOTEAROUND EASEMENT
A 8' o' 8 e
$_ z z z - W I' I 'I z N rn N
-- ¢- 2728' L5 I m
N 89.40'56' Ej N W4(YSW E N W4956' E, N 89°40'56" E N 89. W56' E W N 89°4956' E N 89'4056" E N 89°40'Sr E I_N 89.40'SB' E N 89.4056' E
70.65' B3A9 78.56, 83.00' 91,80, W = 93.79 83.W 83.W LB 66.W 115.7V
3 1 ? rri I w
v LOT 8 F 3 I 8 y W W LOT 9
e ��@20�0 LOT7 r o LOTS y nI LOT6 LOT7 LOTS O.xtAc' Ala �C 2
LOr9 J, �l a " 021/AC- ,� ID 9.3W AC. IV I �I O.a11 AC.`i °27a AC. 9.809 AG r b6��' OA
0,413AC. g '' N„
a 22.95' z 34.00'1- - - - 34.07 t0 f4 LOT 10 2
o 7,1
\ C� _ �� o.xeAc. 02
z r
O m \ S 84°3D38' 4,` _ 70.85' f �9 74.65' 83.00' \
E -{ T- w
n7 12&28' A' 34.W 34,00' J� 1� w M
0 n Ir r �N41 - S 69°3T30" W_222_.08'1 S 58'3T30' W 308.8T S 59°3r12' W x
Gi S L.00TTIIOO �\ a ar CASCADE DRIVE 34 ao' aI /UI 123.82' W
--- o '� 910200 AC.
.83' 80.00- 8D.00' SOAO_ B2.OT / LOT 11-
j N 89°44'59' E \ W .2 L31
149.7T i 3 BLOCKS; 3 34.W- - - 1- I L1N8W3T12'E
Zz C13- I 8I- $I LOT $ LOT 0§ $ OTA3c. $ LOT
0�25enc. I$ - 131.D7 149.91' CD
�i1 g LOT t 1 O3%AC. g o257 AC. g _ oy z
0.32a AC. I$ m NI $ g $ IV10 §1 LOT 12 S2�
3400'w 2 z z z $ o27aac. xS
z I N 69'37'30' E N W3r3(r E N 89°37E N 89.37W' E N 89°3T30' E '30' I i N 89'3T72• E uj LL
3 112.W SO.W' 80.09 8O.W 112.09r a 149.91• o k O
� N 89°4957' E 184.13' W 1 I 1 v T
e$ EAGLE COURT p W W w w G $ LOT 13 $ P u'j
N 8 O275Aa. pm w:-S.y----
01 a; LOT 10 i LOT 9 8 LOT 8 �' 8 LOT 7 $ LOT 6 I$ $I m
_ 129.94' C7� o.3°aAe. a257AC. p o, a.2s7Ac. R ci 0267 AC. °�i O-WAC. N 1 N89'3T12'E �$2 W
PLS W69 - w 'I g $ o - $ � $ 1' I 149.W
R LOT 1 I'- i" 34.0& w N Go N - 91 2 W
8 a3te AA. I
Bw"58' $ LOT 14 'o OUP
gam, C, - - z $1 027SAc. 8Z
-
S W I a I 9r- - 80.Ut;' Bo Qf7' 80.00• 9T�,�
y I N 873111 E
3 150O& 34.OD• 34.OV w REFERENCE DOCUMENTS
g.„s1 B OWSAC. 8 3 �,ar WILLOW WOODS WAY 34.00' D: I LOT �;
1) CPBF DOCUMENTS AS LISTED ON THE FACE OF THE PLAT
$� g 3<.aQ1_ �� ' 1 , � 3 UJ $1 0275AC. �; 2) PLATS AS LISTED ON THE FACE OF THE PLAT
?r $ 9 89.44'58" W 1 Au. N.63_ W - 128.75' - , - 100.34'- 122_or. - Cr\ .
�, tl S 89°37'1r' W 3) RECORD OF SURVEY INSTRUMENT No. 464362
16.64' 150A5 ` - LOT 2 m BLOCK 4 , L34 I 149.89 4) DEED INSTRUMENT No. 347626
LOTS Iry, I3a.ar omAG d LOTS m LOT 4 03a2 AC. I� I $1 LOT 18 & 51 DEED INSTRUMENT No. 349407
PLS O.MAL. 1m W �' L0T1 w $ a315AC. o 'm $• O275 Ac. 6) DEED INSTRUMENT No. 450844
LINE TABLE . _ CURVE TABLE
LINE# DIRECTION LENGTH CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
L1 N 45°DrSI" W 282C C1 40.23' 60.7V 37'S708• N 7D24'30' E 3950'
L2
L3
S 44°52W W
844'484S'W
28.39
28.36
C2
C3
41.50'
46.Sr
60.07
60.W
W3r44'
43.4816'
N 71.ODW E
567.16W'E
4058'
44.76'
L4
N45'11'IVW
28.19
C4
47.19
60.07
45'03Y9°
IS2rW5rE
45.9T
L5
S 89.40W W
S W40W' W
4.44'
16.01V
CS
Co
40.19
402Y
80.07
603T
38.2228"
37°67'°8'
S 18°51157" W
S 18'WI V W
39A4'
3957
L8
L7
N 89.3730' E
23.27
C7
40AN
S9.W
38'24.45'
S 71°06'68' E
39.49
LB
S 44°494r W
28.19
CB
3027
WAG'
28"5918'
S W2r10' E
28.88
L9
N 46°2749 W
2828•
C9
4527
60.W'
43'10'4r
N 77"37W E
44.16'
L70
8 OD'2r48' E
111."
CIO
38.W
60.58'
80.00
SOW
35*50'"
SrSO'Sr
N 37.3847 E
N09.4WW
37.92
5801'
L11
I NWW54•E
28AI' Ctt
L12'
N 45" I- W
28.38'
L13
N 45"1918' W
28.34'
L14
S 44'4742' W
844.3731rW
WAS'
2828'
L15,
LIS
N 45'22W W
28.29'
L 7
S W'16'W E
3322'
L1B
S W161OV E
59.86'
L79
N W'1404-IN
20.W
L2D 4 S 44'4954• E 28.85'
L21 S SSTS'4r E 16.73
UP S 58'D4'5W E 11.6Y
L23 N W'WW E 9.1V
L24 N44°4rWE 28.19
L25 .N 9D'OO'00`W 959
L26 N 45°11'24' W 28.38'
L27 S 00*=4r E 242r
L28 N 87.31'3V E 2S4T
L29 N 42.59W E 17.8Y
I30 S OI'5"7' E 28,W
L31, NBW3TtrE 34.07
L32It S 89'45'Sr W 34.09
L33 • S BV46SV W 34.07
L34 N89WIrE 34.00'
L35 N 41.46`17' W 17.9w
N 88'69'S3' W
m
I
S�•42'S1• E zS
OW3r3D' W
I
N 89'3T12- E
150.03, ��$
I
,.BLOCK5
I
;
1
149.59'
ZLOT
�'119.09'
In
4 ,II
Oo.2NAC.
j;2
$ LOT 8°.MAC.
LOT5
$
0275 Ac.
m
O"AC.
I
81
8
z
4 N
SURVEY NARRATIVE
in
V( I
_ o
Qq'
I
3
N 89°3T12' E
>
o N
- - o-
--
S SB•16'05" W
72� : �'05'42 E.6
811
I
LOT 7
�� o2a4 AC
S 59°3730' W
z
-
'-•F
gym, 149.88
w
o
o
THIS SURVEY WAS MADE AT THE REQUEST OF ELDWIN, I.I.C. TO CREATE LOTS, BLOCKS AND STREETS AS
E
2
0
8
O- 702W
m
\
LOTS 'X CZt
02at AG ie
� C7> G
_ C w
C?0 1� \ '8
\ 70 3D
lY ; ,7;
g ,0� y33
-
$
S
1a3.2T
31.07' -
LOT 6 I�
o30. 1a
$I
I
BLOCK 2
LOT 18
0275AC.
N 89°3TI2' E
g
S26
w 2
F
m 15
SHOWN ON THE FACE OF THIS PLAT.
THE EXTERNAL BOUNDARY OF THIS SUBDIVISION WAS DETERMINED BY FOUND MONUMENTS AND
RECORD INFORMATION FROM DEEDS FILED UNDER INSTRUMENT No. 450844 AND RECORD OF SURVEY
FILED UNDER INSTRUMENT No. 454382.
z X0278=�
L22 I 149.88'
OT LOT 7 •.� LOT 8 BR/�(3, �FL23/bLOT 19w ati o2reac �, OxtAc.� BLOCKS'-��% �) oz75Ac..'.� 2• S LOT 9 y,, \C N 89°3rtr EOM2AC.?9797.34�- C38 ` '•�' ,�h �'t` `N 90•OOW F 149.8T NORTH QUARTER CORNER
e N 89'59'13' W �� �C'39 ! �t 63.3T ; _ I HI OF SECTION 32.
(RI-N 88.577r WB7.35) Wes, C98- ^P „'� LOT 1/�� m m LOT 2D FOUND 518' BENT REBAR ■
�. �g aza1 A.G. - �L+i'0 ��; ^ a n' °�° t4.zs, $ 29 PER CP&F#404571
C31 - i.
L - 11b Lx5 ' 11' i" 1 S 89'53W W ® POINT OF BEGINNING
LOT1. L28 'ill 2 1�1 149.81- 32 O
- gg� 1 l LOT 21 O
Co LOT 12 027e Ac. 9 n
GRAPHIC SCALE sOiii///���.\ �� J N89-STIO'E c
50M al.� (f, 15529 12
2
0 so too zoo t(_yccO�\�� Cvy `. y/, / LOT22 o
OF •. �L29/
( UJ
IN FEET) CM ,� r �' N 863TXr E 4 g = 9
1 inch = 100 ft. 'I'�h �} Ae to W _
9 I: z
'aye 9y k
NOTES 014), 1 , LOT 23s�Sq
�r O�K e mi'BA 't^ OmSAC. C4
'47j \ m N
WW
1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A FIFTEEN FOOT (15.001 p adW \ b
PERMANENT PUBLIC UTILITY EASEMENT. P 'VV \ o g
2) TEMPORARY TURNAROUND TO BE VACATED UPON APPROVED CONNECTION SOW \ § y
BASIS OF BEARING LO6l�
/ w
BASIS OF BEARING PER IDAHO STATE PLAT COORDINATE SYSTEM - EAST ZONE (1101) \
THE LONGITUDINAL CENTERLINE OF SECTION 29 BETWEEN THE CENTER QUARTER \01
AND THE SOUTH QUARTER IS ASSUMED TO BE S 00'22.37' E 2837.89 PLS 1385�
LU
CENTER QUARTER CORNER OF SECTION 32,
FOUND BRASS CAP MONUMENT
PER CP&F 9404681
(R1- )
i ii:ruwn
PLSS SECTION CONTROL (AS NOTED)
C12
332F
59.82' 31"51'18'
N 2r48'DT W
3287 -
C13
6.W
60.00' 8°3957'
N 03°33'69• W
6.9r
C14
40.2r
60.15' 38'21'16'
10,10' 30.042r
N 18°690r E
N 29°OB'5S E
39.5r
31,11
C15
31A9
Cie
48.W
80.W 48.43'S0'
N 15.15'19' W
47.59
C17
7224'
20.84
SOW 68.58'4V
6D.W 19'5402"
N 73'0&3r W
56r27WW
67.97
20.74'
cis
C79
4127
6D.DT 39.2132-
S 7rl7ir W
40.46'
C20
1S4.17'
337.00' 33'W4r
N 72-35'18' W
191-W
C21
44.3#
303.00' 8"23W
N 83.5T5r W
44.37
C22
S&W
371.00' 8'4048'
S W45FIW E
55.16
C23
C24 •
76.3r
303.00' 14.2826'
371.00' 21.21'Ir
N 72.2914' W
869.44'15"E
76.16'
137.48'
13928'
C25
48.5T
303.00'
9"11'05-
SW4728"E
48.Sr
C28
C27
19.2&
IMAr
371.00'
2'58'4r
S5r34'16'E
873.OZ2rE
IBM
129.51•
222.00'
33°56115"
C20
25.83'
258.00'
5.4410'
N Sr57W W
25AZ
C29
11129
18BA0'
1 33°5505'
S 73.022r E
109.91'
C30
9729
256.00' 21.46'3r
N 7r4221' W
98.71,
C31
28.6r
258.00' 6'2423"
N 85-4r4B' W
20.61'
C32
154.34'
204A7 43.2752-
N 21.1737E
150.68'
033
126.11' 1
170.07 4r3711"
N20'52'1rE
123.2V
C34
68,N
238.W' 113'3r29
238.00' 21'04W
238W r663r
S W3143• W
8 23.5828' W
S 38.2rI I' W
58.11' -
87.08
329T
C35
C36
87.6r
33.0&
C37
3.80'
75300' 0.16W
N 89.6742- E
&W
C38
99.67
750.07 1 r3631•
S W IO'46' E
995r
C39
90.W
750.W 6.652r
S 78.5421' E
90.77
C40
81.39
75MW G*I.T •
N72't93WW
aim
C41
8.W
750.08 0-40'43-
N 63'ST44- W
8.88'
C42.
101.W
750.07 r4SW
884°3854E
101.W
D43 108.12.
C44 71-W
75O.W 8-I&W
75OLW S•2TW
B W39r
7iW1.3.7
S
C45 163.64'
C46 0.31'
C47 2902Z
650.W 16.11116'
N 5510531' W
N4rO2WIN
N SB'OT5r W
183.07
031,
28&41'
273,W
750.00' 0°Dt26•
750,00' WIMP
C48
'276AT
750.09 21.027r
N 79.44W W
C49
12&04'
50.W 14WSW3r
S 81-3nW W
9428'
FOUND 618' REBAR WITH PLASTIC CAP STAMPED PLS 20907 (UNLESS OTHERWISE NOTED)
FOUND 10 REBAR AS NOTED
FOUND 1/r REBAR, REPLACED WITH 61W REBAR WITH PLASTIC CAP STAMPED PLS 18405
SET 578" REBAR WITH ALUMINUM CAP STAMPED PLS 1 B405
SET 1fr REBAR WITH PLASTIC CAP STAMPED PLS 18405
CALCULATED POINT (NOTHING FOUND, NOTHING SET)
SUBDIVISION BOUNDARY
LOT LINE
CENTER LINE
PUBLIC UTILITY EASEMENT (UNLESS OTHERWISE NOTED)
ADJOINING BOUNDARY LINE
EXISTING ROAD CENTERLINE
SECTION LINE
EXISTING EASEMENT LINE
DIMENSIONALTIE LINE
RECORD INFORMATION I of
FROM SURVEY INSTRUMENT No. 454382 II�'
N(AI.I-ANp G
ENS�cQA,QG
P s
OF
T. �
MA
. q, -' <
OWNERS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ELDWIN, LLC IS THE
LAWFUL OWNER OF THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION
SHOWN HEREON, AND HAS CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS, BLOCKS
AND STREETS, WHICH PLAT SHALL BE KNOWN HEREAFTER AS ALPINE HEIGHTS
DIVISION No. 1 AND DOES HEREBY WARRANT AND SAVE THE CITY OF REXBURG, IDAHO
IN THE COUNTY OF MADISON HARMLESS FROM ANY EXISTING EASEMENTS OR
ENCUMBRANCES. IT IS MY INTENTION, THE OWNER, TO INCLUDE ALL OF THE LAND
DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND
DIMENSIONS OF THE BLOCKS AND LOTS ARE TO BE SHOWN ON THE ACCOMPANYING
MAP OF THE PROPERTY. THE EASEMENTS SHOWN ARE NOT DEDICATED TO THE
PUBLIC BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED
FOR PUBLIC UTILITIES, ROADWAY SLOPES, DRAINAGE, SNOW REMOVAL OR FOR ANY
OTHER USE DESIGNATED ON THE PLAT, AND NO STRUCTURES OTHER THAT THOSE
FOR SUCH UTILITY PURPOSES ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS.
BE IT FURTHER KNOWN, THAT THE LOTS SHOWN ON THIS PLAT
ARE ELIGIBLE AND WILL RECEIVE WATER AND SEWER FROM THE CITY OF REXBURG
AND SAID CITY HAD AGREED IN WRITING TO SERVE THIS SUBDIVISION.
ELDWIN, LLC
BRENT BEMENT, CPA (MANAGING MEMBER) DATE
BOUNDARY DESCRIPTION
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 29 AND THE NORTHWEST QUARTER OF
SECTION 32 OF TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, MADISON
COUNTY, STATE OF IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING ATTHE NORTH QUARTER CORNER OF SECTION 32 OF T. 6 N., R. 40 E., B.M. POINT
ALSO BEING THE POINT OF BEGINNING (FROM WHICH THE CENTER QUARTER CORNER OF SAID
SECTION 32 BEARS S 00'07'10" E 2644.34');
THENCE S 00'07'10" E 390.46' ALONG THE LONQITUDINALCENTERLINE OF SAID SECTION 32,
BEING THE COMMON LINE BETWEEN HARVEST HEIGHTS DIVISION No. 1 FILED UNDER
INSTRUMENT No. 304335 TO THE NORTH RIGHT-OF-WAY LINE OF E 7TH SOUTH BEING A
NON -TANGENT CURVE TO THE RIGHT,
THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE AND NON -TANGENT CURVE TO THE RIGHT
183.64' (CURVE DATA: RADIUS= 650.00' DELTA= 16`11'15" CHORD= N 55'05'31" W 183.03');
THENCE ALONG THE NORTH RIGHT-OF-WAY LINE OF E 7TH SOUTH FOR THE FOLLOWING SIX (6)
COURSES:
1) N 47'01'43" W 191.97' TO A TANGENT CURVE TO THE LEFT;
2) ALONG SAID TANGENT CURVE TO THE LEFT 0.31' (CURVE DATA: RADIUS= 750.00' DELTA=
00'01'26" CHORD= N 47'02'06" W 0.31') TO ATANGENT CURVE TO THE LEFT;
3) ALONG SAID TANGENT CURVE TO THE LEFT 290.22' (CURVE DATA: RADIUS= 750.00' DELTA=
22'10'17" CHORD= N 58'07'57" W 288.41') TO A TANGENT CURVE TO THE LEFT;
4) ALONG SAID TANGENT CURVE TO THE LEFT 275.43' (CURVE DATA: RADIUS= 750.00' DELTA=
21°02'28" CHORD= N 79"44'20" W 273.88');
5) N 89-59'13" W 97.34' TO THE EAST BOUNDARY LINE OF EAGLEWOOD ADDITION DIVISION
No. 1 FILED UNDER INSTRUMENT No. 297889;
THENCE N 00'15'15" W 777.90' ALONG THE EAST BOUNDARY LINE OF SAID EAGLEWOOD
ADDITION DIVISION No. 1;
THENCE N 14'51'03" W 179.27' ALONG THE EAST BOUNDARY LINE OF SAID EAGLEWOOD
ADDITION DIVISION No. 1;
THENCE N 09'30'40" W 121.54' ALONG THE EAST BOUNDARY LINE OF THE LANDS DESCRIBED IN
DEED INSTRUMENT No. 349407 TO THE SOUTH BOUNDARY LINE OF ROLLING HILLS ESTATES
DIVISION 2 FILED UNDER INSTRUMENT No. 186192;
THENCE N 89'44'12" E 963.87' ALONG THE SAID SOUTH BOUNDARY LINE OF ROLLING HILLS
ESTATES DIVISION 2 TO THE LONGITUDINAL CENTERLINE OF SECTION 29, LINE ALSO BEING THE
WEST BOUNDARY LINE OF HARVEST HEIGHTS DIVISION No. 1 FILED UNDER INSTRUMENT No.
304335;
THENCE S 00'22'37" E 1121.93' ALONG THE SAID THE LONGITUDINAL CENTERLINE OF SECTION
29 AND THE WEST BOUNDARY LINE OF SAID HARVEST HEIGHTS DIVISION No. 1 TO THE NORTH
QUARTER CORNER OF SECTION 32 BEING THE POINT OF BEGINNING.
SAID PROPERTY CONTAINS 25.427 ACRES MORE OR LESS
IRRIGATION WATER RIGHTS STATEMENT
LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE AN IRRIGATION WATER RIGHT.
ACKNOWLEDGMENT
STATE OF IDAHO )
COUNTY OF ) SS.
ON THIS DAY OF , IN THE YEAR OF 2024, BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR THE STATE OF IDAHO, PERSONALLY APPEARED BRENT BEMENT,
KNOWN OR IDENTIFIED TO ME, TO BE THE MANAGING MEMBER OF ELDWIN, LLC, AN IDAHO LIMITED
LIABILITY COMPANY, AND THE PERSON WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY'S
NAME TO THE FOREGOING OWNERS DEDICATION AND ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME IN SAID LIMITED LIABILITY COMPANY'S NAME AS THE PERSON AUTHORIZED
TO BIND SUCH LIMITED LIABILITY COMPANY.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THIS
DAY.
NOTARY PUBLIC:
MY COMMISSION EXPIRES ON:
ASSESSOR TREASURER'S CERTIFICATE
THE UNDERSIGNED TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF
IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY
THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS
PROJECT ARE CURRENT.
MADISON COUNTY ASSESSOR DATE
MADISON COUNTY TREASURER DATE
RECORDERS CERTIFICATE
HEALTH DEPARTMENT CERTIFICATE OF APPROVAL
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE. TITLE 50, CHAPTER 13 HAVE BEEN
SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR
THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER
FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. WATER AND SEWER LINES HAVE
BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE
REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A
CERTIFICATE OF DISAPPROVAL.
DISTRICT 7 STATE BOARD OF HEALTH
ENVIRONMENTAL HEALTH SPECIALIST DATE
ALPINE HEIGHTS DIVISION No. 1
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO
BEING PART OF THE SOUTHWEST 1/4 OF SECTION 29, AND THE
NORTHWEST 1/4 OF SECTION 32 TOWNSHIP 6 NORTH, RANGE 40 EAST
OF THE BOISE MERIDIAN
CITY'S ACCEPTANCE
THIS PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO
BY RESOLUTION ADOPTED THISDAY OF , 2024.
MAYOR CITY ENGINEER
CITY CLERK
PLANNING AND ZONING OFFICIAL
FLOOD PLAIN DESIGNATION
ZONE X PER FLOOD INSURANCE RATE MAP, PANEL NUMBER 20 OF 200, MAP NUMBER
16065CO020 D, EFFECTIVE DATE JUNE 3, 1991.
COUNTY EXAMINING SURVEYOR'S CERTIFICATE
I, THE UNDERSIGNED, PROFESSIONAL SURVEYOR IN AND FOR MADISON 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.
DATE MADISON COUNTY EXAMINING SURVEYOR LICENSE NUMBER
SURVEYORS CERTIFICATE
I, CARDON T. PAYNE, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
IDAHO DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE
PREMISES DESCRIBED IN THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT
UPON WHICH THIS CERTIFICATION APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS
PREPARED UNDER MY DIRECTION AND THAT THE MONUMENTATION SHOWN CONFORMS
WITH THAT SET ON THE GROUND AND THAT THE PERTINENT STATUTES OF THE STATE
OF IDAHO, TOGETHER WITH ALL LOCAL ORDINANCES HAVE BEEN COMPLIED WITH.
CARDON T. PAYNE, LICENSE #18405 DATE
REXBURG, ID
DRAWN BY: NK REVIEWED BY: CTP
JOB NO: 22-D41 DATE: March 12. 2024
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ALPINE HEIGHTS DIVISION No. 1
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