HomeMy WebLinkAboutPLAT - COMMERCIAL - 22-00002 - Trappers Landing - 20 S 12th W - PlatHIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
40
'
R
O
A
D
1
18218 SF0.418 AC
2
22373 SF0.514 AC
122408 SF0.514 AC
6
73765 SF1.693 AC
226383 SF0.606 AC
11
5
.
0
3
'
19
0
.
7
4
'
S89°49'29"W
138.68'
10
2
.
2
7
'
N44°
4
3
'
4
3
"
E
28.3
3
'
97.98'
S
4
5
°
1
3
'
1
1
"
E
2
8
.
2
6
'
139.93'140.07'
S0
°
2
2
'
0
4
"
E
14
2
.
4
4
'
140.10'139.91'
S4
5
°
1
3
'
5
3
"
E
28
.
2
2
'
10
2
.
2
4
'
S44
°
4
3
'
4
3
"
W
28.3
3
'
S
4
5
°
1
6
'
1
7
"
E
2
8
.
2
4
'
10
2
.
6
4
'
N44
°
4
6
'
0
7
"
E
28.3
5
'
158.00'210.93'40.00'
N0
°
0
5
'
4
1
"
W
13
6
.
0
3
'
S
4
5
°
2
1
'
5
7
"
E
2
8
.
2
8
'
30
8
.
2
7
'
S44
°
4
3
'
4
3
"
W
28.3
3
'
163.00'
S
4
5
°
1
6
'
1
7
"
E
28
.
2
4
'
10
2
.
6
1
'
N0
°
0
5
'
4
1
"
W
16
8
.
9
2
'
145.00'
N
3
6
°
5
0
'
0
3
"
W
1
9
0
.
3
2
'
N0
°
0
5
'
4
1
"
W
13
6
.
7
1
'
N44
°
4
1
'
0
9
"
E
28.2
6
'
21
9
.
8
2
'
N44
°
4
6
'
4
9
"
E
28.3
1
'
N89°49'29"E 200.00'S4
5
°
1
6
'
1
7
"
E
28
.
2
4
'
21
7
.
2
3
'
3
22189 SF0.509 AC
419773 SF0.454 AC
5
22306 SF0.512 AC
BLOCK 3
BLOCK 4
BLOCK 5
145.00'
S89° 54' 19"W 280.00'
S0
0
°
2
2
'
0
4
"
E
1
5
6
.
4
2
'
S0
0
°
2
2
'
0
4
"
E
1
5
6
.
4
6
'
N89° 49' 29"E 388.00'N89° 49' 29"E 287.00'N89° 49' 29"E 206.07'
HI
D
E
O
U
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
N89° 24' 50"E 239.80'
S00° 22' 01"E
8.90'N89° 04' 21"E 602.23'
S00° 22' 01"E
10.00'
N89° 04' 21"E
38.35'
S0
0
°
2
2
'
0
4
"
E
6
6
3
.
0
8
'
S89° 38' 09"W 881.57'
N0
0
°
1
5
'
5
1
"
W
6
7
4
.
7
5
'
3
47629 SF1.093 AC
2
47761 SF1.096 AC
1
47742 SF1.096 AC
90.56'
202.49'
4
46626 SF1.070 AC
C1 C
2
C
3
C4C5
C6
C7
40
0
.
8
5
'
27
3
.
9
1
'
34.00'
27
1
.
0
0
'
39
2
.
0
8
'
180.34'200.00'200.00'176.83'
N0
°
1
0
'
3
1
"
W
23
7
.
8
1
'
N0
°
1
0
'
3
1
"
W
23
8
.
4
7
'
N0
°
1
0
'
3
1
"
W
23
9
.
1
3
'
200.00'200.00'200.00'197.57'
44.44'
50.00'
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
LENGTH
85.08'
84.57'
60.98'
76.83'
56.43'
69.52'
12.70'
RADIUS
54.00'
54.00'
88.00'
88.00'
88.00'
88.00'
88.00'
DELTA
90°16'23"
89°43'37"
39°42'06"
50°01'31"
36°44'22"
45°15'51"
8°16'10"
CHORD BEARING
S44° 46' 07"W
N45° 13' 53"W
N20° 13' 07"W
N65° 04' 56"W
S71° 32' 08"W
S30° 32' 01"W
S03° 46' 01"W
CHORD
76.55'
76.19'
59.76'
74.42'
55.47'
67.73'
12.69'
W E
S
N
PART OF THE NORTHWEST QUARTER SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST
BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
TRAPPERS LANDING DIVISION NO. 2
O HADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
YE
VR
K
U
RT J.R O L A N D
IS
BEGINNING AT A POINT THAT IS S.00°22'04”E. ALONG THE SECTION LINE 65.42
FEET FROM THE NORTHEAST CORNER OF SECTION 26, TOWNSHIP 6 NORTH,
RANGE 39 EAST OF THE BOISE MERIDIAN; RUNNING THENCE S.00°22'04”E. ALONG
SAID SECTION LINE 663.08 FEET; THENCE S.89°38'09”W. 880.35 FEET; THENCE
N.00°22'04”W. 674.75 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF HIGHWAY 33;
THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING FIVE
(5) COURSES: (1) THENCE N.89°24'50”E. 239.80 FEET; (2) THENCE S.00°22'01”E.
8.90 FEET; (3) THENCE N.89°04'21”E. 602.23 FEET; (4) THENCE S.00°22'01”E. 10.00
FEET; (5) THENCE N.89°04'21”E. 38.35 FEET TO THE POINT OF BEGINNING,
CONTAINING 13.56 ACRES
SHEET 1 OF 2
060'60'30'
SCALE: 1" = 60'
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
PLAT BOUNDARY
15' PUBLIC UTILITY EASEMENT (P.U.E.)UNLESS OTHERWISE DIMENSIONED
EXISTING UTILITY EASEMENT AS NOTED
PLACED 1/2" X 24" IRON ROD WITHYELLOW PLASTIC CAP MARKED P.L.S. 9369
PLACED 5/8" x 30" IRON ROD WITHYELLOW PLASTIC CAP MARKED P.L.S. 9369
P.L.S.S. CORNER AS NOTED
FOUND 1/2" X 24" IRON ROD WITHYELLOW PLASTIC CAP MARKED P.L.S. 9369
FOUND 5/8" x 30" IRON ROD WITHYELLOW PLASTIC CAP MARKED P.L.S. 13856
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
CAD NAME:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
CIVIL planning SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
TERRY HANSEN
ANGIE GARCIA
21025
KURT J. ROLAND
1"=60'
21025 TRAPPERS LANDING DIV 2.DWG
JUNE 2021
EAGLE ROCK ENGINEERING WAS COMMISIONED BY R MOUNTAIN LLC TO DESIGN
A SUBDIVISION PLAT FOR A PARCEL AS DESCRIBED BY INSTRUMENT NUMBER
360320. RECORDS WERE COLLECTED FROM THE MADISON COUNTY RECORDERS
AND CLERKS OFFICES. ADJOINER DEEDS COLLECTED WERE INSTRUMENT NUMBER
181613, 268270, 293441, 234909 AND 247106. RECORDS OF SURVEYS FOUND ON
RECORDS FOR THIS PARCEL WERE INSTRUMENT NUMBER 421004, 427803 AND
412928. SECTION CORNERS USED WERE THE NORTHEAST CORNER OF SECTION 26,
TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN UNDER
INSTRUMENT NUMBER 392466, THE EAST 1/4 CORNER OF SECTION 26,
INSTRUMENT NUMBER 392471 AND THE NORTH 1/4 CORNER OF SECTION 26,
INSTRUMENT NUMBER 392458. MONUMENTS FOUND IN THE FIELD WERE FROM
THE ABOVE MENTIONED RECORD OF SURVEYS ALONG WITH AN ALUMINUM CAP
FOUND AT THE INTERSECTION 12TH WEST AND SUMMERS DRIVE. THE CITY OF
REXBURG, IDAHO CONTROL WAS USED FOR THIS PROJECT.
POINT OF BEGINNINGP.O.B.
REPLACED
FOUND MAG NAIL
REPLACED FOUND MAG
NAIL
NORTHEAST CORNER OF SECTION 26
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
FOUND BRASS CAP IN VAULT
C.P.&F. NUMBER 392466
EAST QUARTER CORNER OF SECTION 26
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
FOUND BRASS CAP IN VAULT
C.P.&F. NUMBER 392471UNPLATTED
UN
P
L
A
T
T
E
D
VA
L
L
E
Y
W
I
D
E
C
O
O
P
E
R
A
T
I
V
E
DI
V
I
S
I
O
N
N
O
.
1
VA
L
L
E
Y
W
I
D
E
C
O
O
P
E
R
A
T
I
V
E
DI
V
I
S
I
O
N
N
O
.
1
P.O.B.
S89° 38' 09"W 2622.06'
SECTION LINE - BASIS OF BEARING
NORTH QUARTER CORNER OF SECTION 26
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
FOUND ALUMINUM CAP
C.P.&F. NUMBER 392458
S00° 22' 04"E 2640.54'
19
1
2
.
0
4
'
65
.
4
2
'
EXISTING SEWER LINESS
EXISTING WATER LINE12''W
STATE OF IDAHO
COUNTY OF MADISON
ON THIS _____ DAY OF ___________, 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED
________________________, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF R MOUNTAIN, LLC, THE 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 SUCH
LIMITED LIABILITY COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL, THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
__________________________________________
NOTARY PUBLIC FOR THE STATE OF _________________
RESIDING AT: ______________________________
COMMISSION EXPIRATION DATE: ________________
I THE UNDERSIGNED COUNTY TREASURER IN FOR THE COUNTY OF MADISON, STATE OF IDAHO, HAVING REVIEWED THIS PLAT PER THE REQUIREMENTS OF
IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY TAXES FOR THE PROPERTY SHOWN AND DESCRIBED ON THIS PLAT AS BEING SUBDIVIDED, ARE
CURRENT.
_____________________________________
DATE MADISON COUNTY TREASURER
I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND IT TO BE CORRECT AND ACCEPTABLE AS REQUIRED IN SECTION 50-1305 OF THE IDAHO CODE.
_________ _____________________________________ ____________
DATE PROFESSIONAL LAND SURVEYOR CERT NO.
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF TRAPPERS LANDING - PLANNED UNIT DEVELOPMENT, MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE
OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO THIS ________ DAY OF ____________, 2021 AT ___________ M AND RECORDED UNDER INSTRUMENT
NUMBER ______________________ .
____________________________
MADISON COUNTY RECORDER
I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF THIS PLAT DESIGNATED
AS TRAPPERS LANDING DIVISION NO. 2 WAS MADE UNDER MY DIRECTION, AND THAT SAID PROPERTY IS TRULY AND CORRECTLY STAKED AS PROVIDED BY
LAW AND IN ACCORDANCE WITH THE PLAT AS DESCRIBED HEREON.
___________________________________
KURTIS J. ROLAND
CERTIFICATE NO. 9369
O HADIFOETA
T
R E G I STE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
YEVR
K
U
RT J.R O L A N D
IS
I HEREBY CERTIFY THAT SANITARY RESTRICTIONS REQUIRED BY IDAHO CODE, SECTION 50-1326 HAVE BEEN SATISFIED AND THIS PLAT IS HEREBY APPROVED FOR
RECORDING BY FILING OF THIS CERTIFICATE HEREWITH.
EASTERN IDAHO PUBLIC HEALTH DEPARTMENT
DATE:
ENVIRONMENTAL HEALTH SPECIALIST
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS_____DAY OF_____________,2021.
MAYOR CITY ENGINEER
CITY CLERK PLANNING & ZONING
KNOW ALL MEN BY THESE PRESENTS: THAT WE THE UNDERSIGNED ARE THE OWNERS OF THE TRACTS OF LAND INCLUDED WITHIN THE BOUNDARY
DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS, AND STREETS, WHICH PLAT SHALL
HEREAFTER BE KNOW AS TRAPPERS LANDING DIVISION NO. 2, CITY OF REXBURG, MADISON COUNTY, IDAHO. BE IT FURTHER KNOWN, THAT WE DO HEREBY
DEDICATE TO THE PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT WE ALSO GRANT AND CONVEY TO THE CITY OF REXBURG ALL
EASEMENTS SHOWN ON THE PLAT AND THAT WE HEREBY WARRANT AND SHALL DEFEND THE ESTATE TO SUCH DEDICATION AND CONVEYANCES IN THE
QUIET AND PEACEFUL POSSESION OF THE PUBLIC OR THE CITY, AS THE CASE MAY BE, AGAINST SAID OWNERS AND THEIR HEIRS AN ASSIGNS, AND AGAINST
EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO HAVE LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE
HEREOF. OWNERS, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY
EASEMENT SHOWN HEREON, AND THE CITY AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE THE RIGHT, AT THE OWNERS' OR THEIR
HEIRS', SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT OR TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR
INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES. WE ALSO CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE
SEWER FROM THE CITY OF REXBURG AND SAID MUNICIPALITY HAS AGREED IN WRITING TO SERVE SAID LOTS. WE ALSO CERTIFY THAT THIS SUBDIVISION IS
NOT IN THE FIRM DELINEATED 500-YEAR FLOOD PLAIN, AS DESIGNATED PER FEMA PANEL NUMBER 16065C0020D DATED JUNE 3, 1991.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR SIGNATURES THIS DAY OF ,2021.
NOTICE IS HEREBY GIVEN THAT ALL LOTS OR PROPERTY INCLUDED IN THIS PLAT ARE WITHIN THE FREMONT-MADISON IRRIGATION DISTRICT AND THAT THE
WATER DELIVERY SYSTEM OF THE CITY OF REXBURG, IDAHO CONSTITUTES A SUITABLE WATER DELIVERY SYSTEM FOR SUCH LOTS AND PROPERTY. THE
SYSTEM INSTALLED SHALL BE APPROVED BY THE CITY IN COMPLIANCE WITH I.C. §31-3805. ALL PROPERTY WITHIN THE PLAT WILL REMAIN SUBJECT TO
ASSESSMENTS LEVIED BY THE FREMONT-MADISON IRRIGATION DISTRICT. THE CITY SHALL PAY ALL ASSESSMENTS FOR THE PROPERTY IN THIS PLAT TO THE
FREMONT-MADISON IRRIGATION DISTRICT UNLESS THE CITY FILES A PETITION REQUESTING EXCLUSION FROM THE DISTRICT, WHICH THE CITY RESERVES THE
RIGHT TO DO AT ANY FUTURE DATE.
KENSINGTON MANOR INVESTMENTS, LLC R MOUNTAIN, LLC
_________________________________ _____________________________
SHEET 2 OF 2
PART OF THE NORTHWEST QUARTER SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST
BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
TRAPPERS LANDING DIVISION NO. 2
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
CAD NAME:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
CIVIL planning SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
TERRY HANSEN
ANGIE GARCIA
21025
KURT J. ROLAND
NA
21025 TRAPPERS LANDING DIV 2.DWG
JUNE 2021
STATE OF IDAHO
COUNTY OF MADISON
ON THIS _____ DAY OF ___________, 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED
________________________, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF KENSINGTON MANOR INVESTMENTS, LLC, THE 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 SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL, THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
__________________________________________
NOTARY PUBLIC FOR THE STATE OF _________________
RESIDING AT: ______________________________
COMMISSION EXPIRATION DATE: ________________