HomeMy WebLinkAboutCONDO PLAT Rev. (4) 5.17.22 - 22-00142 - University View - 649 S 2nd W - COUNTY SURVEYOR - APPROVED2ND WEST STREET
7T
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FOUND 12 in. IRON ROD
TO BE REPLACED
5/8" REBAR &
PLASTIC CAP
PLS# 20892
24
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5
5
'
94.63'
POINT OF BEGINNING
SET 5/8" REBAR &
PLASTIC CAP
PLS# 20892
N0°00'35"W 1317.09'S0°00'41"E 649.21'
N87°18'05"W
54.17'
N0°01'10"W 632.92'
S89°59'06"E
1.90'
N0°00'41"W 10.00'
WEST
18.33'
WEST
22.51'
SOUTH
12.27'
657.57'
21
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16
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16
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15
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15
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16
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17 STALLS
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BUILDING 2
15 STALLS TOTAL
4 ADA STALLS
808.03'
N00° 00' 02"E
S32°15'46"W
39.05'
N35°41'00"W
35.05'
WEST
22.24'
SET 5/8" REBAR &
PLASTIC CAP
PLS# 20892
SET 5/8" REBAR &
PLASTIC CAP
PLS# 20892
SOUTH QUARTER CORNER
SECTION 30, TOWNSHIP 6 NORTH
RANGE 40 EAST, BOISE MERIDIAN
S.F.N., ESTABLISH
C.P&F. No. _______
S0°00'02"W
2.42'S89°59'43"W
8.57'
S89°47'42"E
41.03'
N9
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N00° 00' 00"E
S00° 22' 19"E
S8
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3
7
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4
1
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W
N00° 02' 15"W
N9
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S00° 00' 00"E S00° 00' 00"E
N9
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S00° 00' 00"E
N9
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E
NOTE: BUILDING BEARING
LINE, REFER TO ADDITIONAL
SHEETS FOR DISTANCES
NOTE: BUIDLING BEARING
LINE, REFER TO ADDITIONAL
SHEETS FOR DISTANCES
NOTE: BUILDING BEARING
LINE, REFER TO ADDITIONAL
SHEETS FOR DISTANCES
N0°00'41"W 0.31'
S8
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5
9
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0
6
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E
3
4
5
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N8
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5
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W
2
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3
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8
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N8
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3
7
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4
1
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E
116.62'
SET 5/8" REBAR &
PLASTIC CAP
PLS# 20892
100.00'
NE CORNER OF THE
NE 1
4 OF THE SE 1
4 OF THE
SW 1
4 OF SECTION 30, TOWNSHIP 6 NORTH
RANGE 40 EAST, BOISE MERIDIAN
S.F.N. ESTABLISH
C.P&F. No._______
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FOUND STREET MONUMENT
2ND WEST / 5TH SOUTH
2 in. BAR AND CAP
BENCHMARK 4889.25
FOUND STREET MONUMENT
1ST WEST / 5TH SOUTH
2 in. BAR AND CAP
BOUNDARY LINEPRIVATE AREA
SECTION CORNER
COMMON AREA
DEED AND ADJACENT SUBDV.
ASPHALT (COMMON AREA)
FOUND STREET MONUMENT
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
PART OF THE SE 1/4 OF THE SW 1/4 SECTION 30, T. 6 N., R. 40 E., B.M.
-2022-
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0 50'100'
SCALE: 1" = 50'
UNIVERSITY VIEW CONDOMINIUMS
DRAWN: 4/28/2022
Project # ID-LD-4539-21
SHEET 1 OF 13
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
TOTAL PARCEL
222,876 sq.ft
5.11 ac.
244 STALLS TOTAL
8 ADA STALS
CURB & GUTTER
SIDEWALK (COMMON AREAS)
FOUND 1/2" IRON ROD
CORNER PERPETUATION
AND FILING INSTRUMENT NUMBER
C.P.&F. NO.
S.F.N.SEARCHED FOUND NOTHING
INST. #INSTRUMENT NUMBERSET ALUMINUM CAP PLS# 20892
2" BAR AND CAP
SET 5/8" REBAR & PLASTIC CAP PLS# 20892
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
MAREAU GROUP LLC
MAREAU GROUP LLC
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 UNIVERSITY VIEW
CONDOMIMIUMS , 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.___________________.
I, , DO HEREBY CHARLES DAVID McKINNEY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF UNIVERSITY VIEW
CONDOMINIUMS, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN
ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT
ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE
STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND
FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612.
P.L.S._______ _______________________________
STATE OF IDAHO )
:SS.
COUNTY OF MADISON )
ON THIS_______ DAY OF____________, 20___, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN
AND FOR SAID STATE, PERSONALLY APPEARED BEAU JAUSSI, KNOWN OR IDENTIFIED TO ME TO BE
THE MANAGER OF THE MAREAU GROUP LLC, WHICH LIMITED LIABILITY COMPANY IS THE OWNER
AND THE MANAGER WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY'S NAME TO THE
FOREGOING OWNER'S DEDICATION AND THE DRINKING WATER SYSTEM CERTIFICATE AND
ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LIMITED LIABILITY COMPANY'S NAME
AS A PERSON AUTHORIZE TO BIND SUCH LIMITED LIABILITY COMPANY.
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 IDAHO
RESIDING IN CALIFORNIA
COMMISSION EXPIRATION DATE: ________________
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:
ALL APPLICABLE STATUTORY REQUIREMENTS OF IDAHO CODE REGARDING
IRRIGATION WATER HAVE BEEN MET, INCLUDING SECTION 31-3805. THE LOTS ON
THIS PLAT WILL RECEIVE IRRIGATION WATER FROM THE CITY OF REXBURG
MUNICIPAL WATER SYSTEM, WHICH IS A SUITABLE WATER DELIVERY SYSTEM, AND
SAID LOTS DO NOT HAVE AND WILL NOT RECEIVE ANY IRRIGATION WATER RIGHTS
FROM OR SHARES IN AN “IRRIGATION ENTITY” AS DEFINED IN IDAHO CODE 31-3805.
SITE
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
PART OF THE SE 1/4 OF THE SW 1/4 SECTION 30, T. 6 N., R. 40 E., B.M.
-2022-
UNIVERSITY VIEW CONDOMINIUMS
DRAWN: 4/28/2022
Project # ID-LD-4539-21
SHEET 13 OF 13
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT COMPLIES WITH I.C.
§50-1305.
__________________________________________________________________________
PROFESSIONAL LAND SURVEYOR LICENSE NO. DATE
THIS SURVEY AND THE PLAT OF UNIVERSITY VIEW CONDOMINIUMS WAS CONDUCTED AT
THE REQUEST OF THE CLIENT. THE INTENT IS TO SUBDIVIDE PARCEL PROPERTY CONVEYED
FROM BOWEN AND THOMASON TO W. R. HENDERSON AND FRANCIE HENDERSON BY THE
WARRANTY DEED RECORDED OCTOBER 14, 1992 AS INSTRUMENT NO. 244011 IN THE OFFICE
OF THE RECORDER, MADISON COUNTY, IDAHO. THE FOUND MONUMENTS CONFORM TO SAID
RECORD OF SURVEY WITHIN ACCEPTABLE TOLERANCES.
A PORTION OF THAT REAL PROPERTY CONVEYED FROM BOWEN AND THOMASON TO W. R. HENDERSON
AND FRANCIE HENDERSON BY THE WARRANTY DEED RECORDED OCTOBER 14, 1992 AS INSTRUMENT NO.
244011, MADISON COUNTY RECORDS, SAID PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS:
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO.
SECTION 30: A PORTION OF THE SOUTHWEST QUARTER.
BEGINNING AT THE SOUTHEAST CORNER OF THE AFORESAID SOUTHWEST QUARTER OF SECTION 30 AND
RUNNING THENCE ALONG THE EAST LINE THEREOF NORTH 0°00'41" WEST (NORTH 0°15’38” WEST DEED)
10.00 FEET TO THE INTERSECTION THEREOF WITH THE NORTH LINE OF THE 7TH SOUTH RIGHT OF WAY AS
DEPICTED ON THE IDAHO DEPARTMENT OF TRANSPORTATION HIGHWAY RIGHT OF WAY PLANS OF THE
SOUTH REXBURG ARTERIAL, FEDERAL AID PROJECT NO. STP-7866(100), SAID INTERSECTION BEING
CALLED OUT AS 12.661 METERS LEFT OF CENTERLINE STATION 101+40.168 ON SAID HIGHWAY RIGHT OF
WAY PLANS; THENCE CONTINUING ALONG SAID EAST LINE OF THE SOUTHWEST QUARTER OF SECTION
30 NORTH 0°00'41" WEST (NORTH 0°15’38” WEST DEED) 0.31 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 87°18'05" WEST (NORTH 87°33’02” WEST DEED) 54.17 FEET TO A POINT 42.50 FEET LEFT OF
POINT OF CURVE CENTERLINE STATION 101+23.348 AS SAID STATION IS SHOWN ON SAID RIGHT OF WAY
PLANS; THENCE ALONG A LINE PARALLEL WITH THE CENTERLINE OF SAID 7TH SOUTH STREET, AND 42.50
FEET, BY RIGHT ANGLE MEASURE, NORTHEASTERLY THEREFROM, NORTH 87°18'05" WEST (NORTH
87°33’02” WEST DEED) 293.84 FEET; THENCE NORTH 0°01'10" WEST (NORTH 0°16’07” WEST DEED) 632.92
FEET TO A POINT ON THE NORTH LINE OF SAID LANDS CONVEYED TO HENDERSON; THENCE ALONG LAST
SAID NORTH LINE SOUTH 89°59'06" EAST (NORTH 89°45’57” EAST DEED) 1.90 FEET ; THENCE CONTINUING
ALONG LAST SAID NORTH LINE SOUTH 89°59'06" EAST (NORTH 89°45’57” EAST DEED) 345.81 FEET TO A ½”
REBAR (TO BE RESET AS 5 8") SET AT THE INTERSECTION THEREOF WITH THE AFORESAID EAST LINE OF
THE SOUTHWEST QUARTER OF SECTION 30; THENCE ALONG SAID EAST LINE THENCE SOUTH 0°00'41"
EAST (SOUTH 0°15’38” EAST DEED) 649.21 FEET TO THE TRUE POINT OF BEGINNING.
L-20892
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