HomeMy WebLinkAboutPLAT READY TO RECORD - 22-00888 - Teton River Temple Subdivision - Plat (1)Author Name Author Email Author Phone No.:
Keith Davidson Keith.Davidson@rexburg.org 208-372-2320
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Cole Hibbard Cole.Hibbard@rexburg.org 208-372-2154
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Teton River Temple Subdivision - Plat
Address : 1419 N 2nd E
Record Type : Plat
Document Filename : PLAT Rev 5 2.5.24 - 22-00888 - Teton River Temple Subdivision - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00888
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.1.3 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C.1.3 Stamp Cole Hibbard : GIS Open 1 Approved - GIS Dept
C.1.3 Stamp Katie Saurey : P&Z Open 1 Plan Received
C.1.3 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
C.1.3 Stamp Keith Davidson : PW Open 1 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
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39
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5
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RI
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39.5'
RIGHT OF WAY
39.5'
RIGHT OF WAY
EXIS
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S0°14'08"E
2632.18'
39.5'
RIGHT OF WAY
62
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15
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1
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4
EXISTING 25'
PRESCRIPTIVE
RIGHT OF WAY EASEMENT
39.5'
RIGHT OF WAY
34
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RI
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34
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15
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N8
9
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1
6
3
8
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5
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S5°54'22"E 610.63
'
L7
L
1
8
S0°14'07"E
1503.16'
L1
2
S8
9
°
3
8
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5
3
"
W
59
9
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0
0
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L10
N0°14'07"W
1504.38'
L
1
6
N8
9
°
4
5
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5
3
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E
59
9
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0
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L17
39.50'39.50'
N89°44'53"E
93.32'
L
9
S0°14'07"E 2024.73'
S8
9
°
3
8
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5
3
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W
4
7
5
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7
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L1
L2
L3
S8
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8
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5
3
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W
1
1
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9
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9
3
'
N0°14'07"W 2581.81'
15
0
.
0
0
'
407.04'1617.69'
312.09'
298.54'
920.93'1542.38'
S0°14'07"E
1501.85'
S0°14'08"E
607.62'
S8
9
°
4
5
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5
3
"
W
6
6
4
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9
7
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S8
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°
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5
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7
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9
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S0°14'07"E 1579.54'
160.47'
160.47'
S8
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3
8
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5
3
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W
39
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1
9
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44
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39
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62
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39
0
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12
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N0°14'08"W
479.82'
N0°14'07"W 534.50'L1
4
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L12
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3
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12
4
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7
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S0°14'07"E
646.12'
S0°14'07"E
1504.59'
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52
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N0°14'07"W
1360.99'
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38
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38
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1
1
EXISTING 25'
PRESCRIPTIVE
RIGHT OF WAY EASEMENT
S0°14'07"E
390.17'
N0°14'07"W
476.50'
C2C
3
N0°14'07"W 1580.98'
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
Length
199.96'
150.00'
199.97'
32.12'
33.00'
26.16'
26.16'
26.14'
26.14'
26.19'
26.14'
26.16'
26.16'
27.00'
26.16'
26.16'
26.16'
26.16'
Direction
N0°21'02"W
S89°38'53"W
S0°21'02"E
N58°27'24"E
N89°45'53"E
S44°45'53"W
S45°14'07"E
S44°42'23"W
S44°42'23"W
N45°17'37"W
S44°42'23"W
S45°14'07"E
S44°45'53"W
N89°45'53"E
N45°14'07"W
N44°45'53"E
S45°14'07"E
N44°45'53"E
Curve Table
Curve #
C1
C2
C3
Length
67.31'
39.13'
259.83'
Radius
3154.05'
35.00'
61.00'
Delta
1°13'22"
64°03'20"
244°03'20"
Chord Direction
N56°19'47"E
S32°15'47"E
S57°44'13"W
Chord Length
67.31'
37.12'
103.43'
N0°21'02"W 39.50'
29.97'9.53'
29.87'
S0°21'02"E 39.50'
9.63'
TETON RIVER TEMPLE SUBDIVISION
LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
-2024-
H
O R R O C
K
S
E
N
G I N E E R
S
N0150'300'
SCALE: 1" = 150'
SUBDIVISION BOUNDARY LINE
LOT LINE
PUBLIC UTILITIES EASEMENT
LINE (P.U.E.) (OR AS NOTED
OTHERWISE)
FOUND P.L.S.S. CORNER AS NOTED
SECTION LINE
POINT OF BEGINNINGP.O.B.
SET 1/2" REBAR W/ PLASTIC CAP -
P.L.S. 19961
THE BEARINGS SHOWN ARE BASED UPON THE EAST LINE OF SECTION 7 BETWEEN FOUND
MONUMENTS. DISTANCES SHOWN ARE BASED UPON A MODIFIED EAST ZONE, IDAHO STATE
PLANE COORDINATE SYSTEM (NAD83), WITH A COMBINED SCALE FACTOR OF 1.0002720608,
SCALED FROM COORDINATES 0,0.
SET 5/8" REBAR WITH PLASTIC
CAP - P.L.S. 19961
1.RIGHT-OF-WAY CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS
DEDICATION ON SHEET 2 OF THIS PLAT.
2.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 13.85 ACRES.
3.MONUMENTS FALLING WITHIN MOODY RD. AND N. 2ND. ST. E. WERE NOT SET
DUE TO SAFETY CONCERNS AND LIKELIHOOD OF DISTURBANCE. WITNESS
CORNERS WERE SET AS SHOWN HEREON.
4.PER CITY OFFICIALS, THE OWNERSHIP AND MAINTENANCE OF N. 2ND. ST. E.
BELONGS TO CITY OF REXBURG. THE EXISTING 33-FOOT EASEMENT IS SHOWN
FOR REFERENCE ONLY.
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
(MONUMENTED BASIS OF BEARINGS)
THE PURPOSE OF THIS SURVEY IS TO
SUBDIVIDE THE PARCEL AS SHOWN HERE ON.
THE SOUTH LINE OF THE PROPERTY WAS
DETERMINED BY FOUND SECTION
MONUMENTS ALONG THE SOUTH LINE OF
SECTION 7. THE WEST AND NORTHERLY LINES
WERE DETERMINED BY FOUND MONUMENTS
AS SHOWN ON RECORD-OF-SURVEY INSTR#
447165. THE EASTERLY LINE WAS
DETERMINED BY FOUND MONUMENTS AS
SHOWN ON SAID RECORD-OF-SURVEY AND
MONUMENTS FOUND ON THE EAST LINE OF
SECTION 7.
FOUND P.L.S.S. CORNER AS NOTED
FOUND 1/2" REBAR NO CAP
FOUND 5/8" REBAR WITH PLASTIC
CAP- P.L.S.13933
INTERIOR STREET INTERSECTION
MONUMENTS 5/8" REBAR WITH 2"
ALUMINUM CAP MARKED
P.L.S. 19961
TE
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TEMPLE VIEW DR.
WEST CHURCH DR.
N. 2ND ST. E.
MO
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D
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P.O.B
S.E. COR SEC 7
CP&F INST. NO. 399694
E. 1/4 COR. SEC 7
CP&F INST. NO. 267966
N.E. COR. SEC 7
CP&F INST. NO. 404597
CALCULATED POSITION NOTHING
SET
20' W.C.
20' W.C.
FOUND 5/8"
WITH ALUMINUM CAP
P.L.S. 14391
SET 5/8" REBAR
WITH 2" ALUMINUM
CAP P.L.S. 19961
SURVEY TIE LINE
EXISTING EASEMENT AS NOTED
APPROXIMATE LOCATION OF
EXISTING CANAL RIGHT-OF-WAY
PURSUANT TO I.C. §42-1102
TE
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WITNESS CORNERW.C.
PROPOSED ROAD CENTERLINE
1
19.33 ACRES
BLOCK 1
1
22.48 ACRES
BLOCK 2
1
28.49 ACRES
BLOCK 3 W.
2
0
0
N
.
WHITE OWL BUSINESS PARK LLC
BEACH CABIN ONE LLC
MOUNTAIN GOLD INCHARRIS FAMILY TRUST
FOUND 1/2" REBAR,
REPLACED WITH
5/8" REBAR AS
NOTED
SEE DETAIL "A"
DETAIL "A"
(NOT TO SCALE)
15
0
.
0
0
H
I
G
H
W
A
Y
2
0
62.5' W.C.
DEED GRANTING
EASEMENT INST. NO.
395796
39.5' W.C.
1
14.38 ACRES
BLOCK 4
39.5' W.C.
50' R TEMPORARY EMERGENCY VEHICLE
TURN AROUND TO BE VACATED WHEN
ROAD CONNECTS TO THE WEST
2
9.60 ACRES
BLOCK 3
NOT
A
PART
SHEET
1 of 2
39.90'
THE ACCOMPANYING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF
REXBURG, IDAHO BY RESOLUTION ADOPTED THIS __________ DAY OF
__________________, 202____.
_____________________________________________________________________
MAYOR CITY CLERK
_____________________________________________________________________
CITY ENGINEER PLANNING AND ZONING OFFICIAL
I, THE UNDERSIGNED, PROFESSIONAL LAND 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.
____________________________________________________________________
PROFESSIONAL LAND SURVEYOR LICENSE NO.DATE
KNOW ALL MEN BY THESE PRESENTS: THAT THE
UNDERSIGNED THE CHURCH OF JESUS CHRIST OF LATTER
DAY SAINTS, A UTAH CORPORATION SOLE ("OWNER"), IS THE
LAWFUL OWNER OF THE TRACT OF LAND INCLUDED WITHIN
THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAS
CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO
BLOCKS, LOTS, AND STREETS AND EASEMENTS, WHICH PLAT
SHALL HEREAFTER BE KNOWN AS TETON RIVER TEMPLE
SUBDIVISION, AN ADDITION TO THE CITY OF REXBURG,
MADISON COUNTY, IDAHO.
BE IT FURTHER KNOWN, THAT OWNER DOES HEREBY
DEDICATE GRANT AND CONVEY TO THE PUBLIC, WITHOUT
WARRANTY THE RIGHT OF WAYS SHOWN HEREON, THAT IT
ALSO GRANTS AND CONVEYS TO THE CITY OF REXBURG ALL
PUBLIC UTILITY EASEMENTS SHOWN ON THE PLAT.
OWNERS AND ITS HEIRS AND ASSIGNS, SHALL NOT
CONSTRUCT ANY PERMANENT STRUCTURE WITHIN OR UPON
ANY PUBLIC UTILITY EASEMENT SHOWN HEREON. ANY OPEN
CANAL IRRIGATION CANALS OR DITCHES CONVERTED TO
UNDERGROUND PIPES WILL BE MAINTAINED TO ENSURE
ADEQUATE FLOW BY OWNERS SIGNED HEREON.
IN WITNESS WHEREOF, IT HAS HEREUNTO SET ITS
SIGNATURE THIS DAY , 202 .
THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A
UTAH CORPORATION SOLE
BY:
_________________________________
CRAIG E. WEIDMER, AUTHORIZED AGENT
I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF
MADISON, STATE OF IDAHO, PURSUANT TO THE REQUIREMENTS OF I.C.
§50-1308 OF THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY
PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT
ARE CURRENT.
_______________________________________________________________
COUNTY TREASURER DATE
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF TETON
RIVER TEMPLE SUBDIVISION, MADISON COUNTY, IDAHO WAS
FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF
MADISON COUNTY, IDAHO ON THE ______DAY OF___________,
202___ AT ___________ AND RECORDED AS INSTRUMENT
NO.___________________.
SANITARY RESTRICTIONS AS REQUIRED BY I.C. §50-1326 HAVE BEEN
SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY
(DEQ) APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE
CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED
THAT AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR
SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING
CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING
PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN
CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY
CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO
CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ,
THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE
WITH I.C. §50-1326, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE
ALLOWED.
EASTERN IDAHO PUBLIC HEALTH DISTRICT
______________________________________________________
ENVIRONMENTAL HEALTH SPECIALIST, REHS DATE:
SHEET 2 of 2
ALL STATUTORY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING
31-3805. THE LOTS ON THIS PLAT WILL NOT RECEIVE ANY IRRIGATION WATER RIGHTS
OR SHARES IN AN IRRIGATION ENTITY, OTHER THAN HAVE BEEN AGREED TO IN
WRITING BETWEEN DEVELOPER AND IRRIGATION ENTITY.
_____________________________________________________
IRRIGATION ENTITY DATE:
TETON RIVER TEMPLE SUBDIVISION
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
STATE OF )
:SS.
COUNTY OF )
ON THIS_______ DAY OF____________, 20___, BEFORE ME
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED CRAIG E. WEIDMER,
AUTHORIZED AGENT OF THE CHURCH OF JESUS CHRIST OF
LATTER DAY SAINTS, A UTAH CORPORATION SOLE, KNOWN
OR IDENTIFIED TO ME TO BE THE NAME TO THE FOREGOING
OWNER'S DEDICATION AND ACKNOWLEDGED TO ME THAT
HE EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND
AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS
CERTIFICATE FIRST ABOVE WRITTEN.
_______________________________________
NOTARY PUBLIC FOR THE STATE OF __________
RESIDING IN _____________ COUNTY, ___________
COMMISSION EXPIRATION DATE: ________________
LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
-2024-
A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 6
NORTH, RANGE 40 EAST, BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY,
IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION, BEING THE POINT OF
BEGINNING, THENCE ALONG THE SOUTHERLY SECTION LINE S89°38’53”W 475.07
FEET TO A CALCULATED POINT ON THE CENTERLINE OF E MOODY RD;
THENCE N00°21’02”W 199.96 FEET;
THENCE S89°38’53”W 150.00 FEET;
THENCE S00°21’02”E 199.97 FEET TO A CALCULATED POINT ON THE CENTERLINE OF
E MOODY RD AND THE SOUTHERLY SECTION LINE OF SAID SECTION;
THENCE ALONG SAID LINE S89°38’53”W 1189.93 FEET TO A CALCULATED POINT ON
SAID CENTERLINE;
THENCE N00°14’07”W 2581.81 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY
OF US HIGHWAY 20, ALSO BEING THE POINT OF CURVATURE OF A NON-TANGENT
CURVE TO THE RIGHT;
THENCE ALONG SAID CURVE A DISTANCE OF 67.31 FEET (RADIUS=3154.05’;
CHORD=67.31’; CHORD BEARING=N56°19’47”E; DELTA=1°13’22”);
THENCE N58°27’24”E 32.12 FEET;
THENCE N89°44’53”E 1638.05 FEET TO A CALCULATED POINT IN THE FLOWLINE OF
THE TETON ISLAND CANAL;
THENCE S05°54’22”E 610.63 FEET;
THENCE N89°45’53”E 33.00 FEET TO A POINT ON THE EASTERLY LINE OF SAID
SECTION AND THE WESTERLY RIGHT-OF-WAY OF N 2ND ST E;
THENCE ALONG SAID LINE S00°14’07”E 2024.73 FEET TO THE POINT OF BEGINNING.
TOTAL AREA ±108.13 ACRES
I, SEAN M. BOGGS, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO, DO HEREBY CERTIFY THAT THIS PLAT, AS DESCRIBED
IN THE OWNER'S CERTIFICATE, WAS PREPARED FROM AN ACTUAL
SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION,
ACCURATELY REPRESENTS THE POINTS PLATTED HEREON, AND IS IN
CONFORMITY WITH IDAHO CODE RELATING TO CONDOMINIUMS, PLATS &
SURVEYS, AND THE CORNER PERPETUATION & FILING ACT, I C §55-1601
THROUGH §55-1613.
SEAN M BOGGS, PLS 19961
PROPERTY IS LOCATED IN ZONE X PER FIRM PANEL 16065C0020D
WITH AN EFFECTIVE DATE OF 7/3/1991
1)RIGHT OF WAY GRANTED TO MOUNTAIN STATES
TELEPHONE AND TELEGRAPH COMPANY UPON AND
ALONG THE PUBLIC ROADS, STREETS AND HIGHWAYS
ADJOINING THE SE 1/4, RECORDED NOVEMBER 18, 1919.
IN BOOK 73 OF MISC., PAGE 628. (BLANKET TYPE
EASEMENT, NON PLOTTABLE) (THE BLANKET EASEMENT
REFERENCES TO: CONSTRUCT, OPERATE, MAINTAIN OF
POLES, WIRES, FIXTURES ALONG PUBLIC ROADS FOR
MOUNTAIN STATES TELEPHONE)
2)RIGHT OF WAY GRANTED TO MOUNTAIN STATES
TELEPHONE AND TELEGRAPH COMPANY OVER THE EAST
110 RODS OF SE 1/4 RECORDED OCTOBER 26, 1955, IN
BOOK 178 OF MISC., PAGE 121. (BLANKET TYPE
EASEMENT, NON PLOTTABLE) (THE BLANKET EASEMENT
REFERENCES TO OVERLAND CABLES AND WIRES,
DIAGONALLY ACROSS THE EXTREME SOUTHEAST
COURSE OF STATED PARCEL FOR MOUNTAIN STATES
TELEPHONE)
3)RESERVATIONS IN UNITED STATES PATENT, RECORDED
IN BOOK 42, OF PATENTS, PAGE 237 (NOT PLOTTABLE)