HomeMy WebLinkAboutPLAT REVISION 06/01/17 - 17-00161 - Stonebridge Subdivision Division No.2-Final Plat1726.69'
N89° 59' 51"E 179.00'
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N89° 59' 51"E
106.00'
N89° 59' 51"E 172.00'
N89° 59' 51"E
111.00'
N89° 59' 51"E 344.00'
140.00'
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106.00'
S89° 59' 51"W
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106.00'
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106.00'
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N89° 59' 51"E
111.00'
N89° 59' 51"E
111.00'
N89° 59' 51"E
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N89° 59' 51"E
111.00'
N89° 59' 51"E
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N89° 59' 51"E
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N89° 59' 51"E
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N89° 59' 51"E
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N89° 59' 51"E
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N89° 31' 34"E 2662.30'
935.61'
BASIS OF BEARINGS
STONEBRIDGE DIV. NO 1
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DIV. NO 3
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LOT 8
0.22 AC.
LOT 9
0.24 AC.
LOT 1
0.24 AC.
LOT 2
0.22 AC.
LOT 3
0.22 AC.
LOT 4
0.22 AC.
LOT 5
0.30 AC.
LOT 7
0.30 AC.LOT 8
0.30 AC.LOT 9
0.29 AC.
LOT 10
0.30 AC.
LOT 11
0.31 AC.
LOT 23
0.30 AC.
LOT 24
0.25 AC.
LOT 25
0.25 AC.
LOT 26
0.26 AC.
LOT 39
0.26 AC.
LOT 14
0.25 AC.
LOT 13
0.25 AC.
LOT 12
0.25 AC.
LOT 11
0.25 AC.
LOT 10
0.25 AC.
LOT 9
0.33 AC.
LOT 4
0.25 AC.
LOT 5
0.25 AC.
LOT 6
0.25 AC.
LOT 7
0.25 AC.
LOT 8
0.34 AC.
LOT 3
0.28 AC.
BLOCK 5
BLOCK 1
BLOCK 5
BLOCK 4
BLOCK 3
BLOCK 4
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STONEBRIDGE
N89° 59' 51"E
138.00'
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INSTRUMENT NO. 294676
INSTRUMENT NO. 330235
LOT 6
0.47 AC.
TETON RI
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87.00'87.00'86.00'72.95'
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99.78'87.19'87.19'86.19'
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N86° 13' 53"W 389.57'
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TANGLEWOOD DR.
WILLOWCREEK LN.
PEDESTRIAN
P
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15' P.U.E.
15' P.U.E.
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ARC LENGTHCURVE RADIUS CHORD BEARINGDELTA CHORD LENGTH
118.00'
C1 131.95'84.00'90°00'00"N45°00'09"W 118.79'
C2 31.42'20.00'90°00'00"S44°59'51"W 28.28'
C3 31.42'20.00'90°00'00"S45°00'09"E 28.28'
C4 21.01'118.00'10°12'01"S05°06'09"E 20.98'
C5 60.03'118.00'29°08'49"S24°46'34"E 59.38'
C6 30.25'118.00'14°41'21"S46°41'39"E 30.17'
C7 59.37'29°08'30"59.37'S68°36'35"E
14.05'C8
S45°00'09"E
118.00'06°49'19"S86°35'29"E 14.04'
C9 78.54'50.00'90°00'00"S45°00'09"E 70.71'
C10 31.42'20.00'90°00'00"N44°59'51"E 28.28'
C11 31.42'20.00'90°00'00"N45°00'09"W 28.28'
C12 31.42'20.00'90°00'02"N44°59'52"E 28.28'
C13 31.42'20.00'90°00'00"28.28'
CURVE TABLE
LINE BEARING
L1
L2
L3
LINE TABLE
DISTANCE
48.99'N64°28'10"WL4
S00°00'09"E 9.59'
N00°00'09"W 13.24'
S00°00'09"E 13.24'
29.22'N86°13'53"WL5 CHECK BYDRAWN BY
JOB NO:
DATE:
DESIGN BY
CMJTD-
2016.674
STONEBRIDGE
DIVISION NO. 2
PART OF THE W1/2 NW1/4
OF SECTION 20, T6N., R.40 E.B.M.
MADISON COUNTY, IDAHO
May 31, 2017
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LEGEND
P.O.B.
0
SCALE: 1" =
(18"x24" PRINTS ONLY)
100'
20010050
SHEET NO.
1
SHEETSOF1
BOUNDARY DESCRIPTION
PART OF THE W1/2NW1/4 OF SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.,MADISON COUNTY,
IDAHO DESCRIBED AS:
COMMENCING AT THE NW CORNER OF SAID SECTION 20; THENCE N 89°31'34” E 1726.69 FEET ALONG THE
SECTION LINE; THENCE S 00°00'09” E 777.00 FEET TO THE SOUTHWEST CORNER OF
STONEBRIDGE, DIVISION NO. 1 AND THE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID
DIVISION NO. 1 THE FOLLOWING SEVEN (7) COURSES: 1) N 89°59'51" E 106.00 FEET; THENCE 2) S 00°00'09"
E 9.59 FEET; THENCE 3) N 89°59'51" E 179.00 FEET; THENCE 4) N 00°00'09" W 13.24 FEET; THENCE 5) N
89°59'51" E 111.00 FEET; THENCE 6) S 00°00'09" E 13.24 FEET; THENCE 7) N 89°59'51" E 172.00 FEET; THENCE
S 00°00'09" E 690.68 FEET; THENCE S 89°59'51" W 11.05 FEET; THENCE S 00°00'09" E 158.21 FEET; THENCE
N 86°13'53” W 389.57 FEET; THENCE S 55°47'49” W 203.40 FEET TO THE EAST LINE OF GROVER
SUBDIVISION INSTRUMENT NO.394710; THENCE N 00°00'09" W 947.19 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS 11.09 ACRES, MORE OR LESS.
FLOOD PLAIN DESIGNATION
ZONE X, AND ZONE AE PER COMMUNITY-PANEL NUMBER
16065C0020 D WITH AN EFFECTIVE DATE OF JUNE 3, 1991.
SURVEYOR'S APPROVAL
I CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT COMPLIES
WITH SECTION 50-1305 OF THE IDAHO CODE.
DATE:_______________________________________________________
EXAMINING SURVEYOR, P.L.S. NO. _______
DRINKING WATER SYSTEM CERTIFICATE
PURSUANT TO I.C. § 50-1334, WE, THE OWNERS, CERTIFY THAT THE LOTS
SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER FROM THE CITY OF
REXBURG MUNICIPAL WATER SYSTEM, AND SAID CITY HAS AGREED IN WRITING
TO PROVIDE CULINARY WATER SERVICE TO SAID LOTS.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR SIGNATURES THIS
________DAY OF ____________, 201__.
______________________________________________________
BRYSON K. HIGLEY - PRESIDENT
HIGLEY DEVELOPMENTS, LLCHEALTH 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 LINE 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.
DATE: __________HEALTH DISTRICT SIGNATURE: __________________________
RECORDER'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF STONEBRIDGE DIVISION NO. 2,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THE
______DAY OF___________, 201___ AT ___________ AND RECORDED AS INSTRUMENT
NO.___________________.
______________________________
MADISON COUNTY RECORDER
SURVEYOR'S CERTIFICATE
I,BRYCE D. JOLLEY, A LICENSED PROFESSIONAL LAND SURVEYOR IN AND
FOR THE STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF
THIS SUBDIVISION, DESIGNATED AS STONEBRIDGE DIVISION NO. 2, WAS
MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND
CORRECTLY STAKED AS PROVIDED BY LAW AND IN ACCORDANCE WITH
THE ACCOMPANYING PLAT AS DESCRIBED HEREON.
P.L.S. 5360________________________________________
TREASURER'S CERTIFICATE
I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF
MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF SECTION 50-1308 OF
THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES
DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT.
DATE:_________ _______________________________
MADISON COUNTY TREASURER
PLSS CORNER CONTROL
FOUND 5.8" IRON ROD WITH
CAP MARKED PLS 722
PLACED 1/2" X 24" IRON ROD WITH
CAP MARKED HLE P.L.S. 5360
SURVEYED BOUNDARY LINE
POINT OF BEGINNING
SECTION CONTROL LINE
OWNER'S DEDICATION
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED HIGLEY DEVELOPMENTS,
LLC, AN IDAHO LIMITED LIABILITY COMPANY 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,
WHICH PLAT SHALL HEREAFTER BE KNOWN AS STONEBRIDGE DIVISION NO. 2, AN
ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO.
BE IT FURTHER KNOWN, THAT I DO HEREBY DEDICATE GRANT AND CONVEY TO THE
PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT I ALSO GRANT AND
CONVEY TO THE CITY OF REXBURG ALL EASEMENTS SHOWN ON THE PLAT AND THAT I
HEREBY WARRANT AND SHALL DEFEND SUCH DEDICATION AND CONVEYANCES IN THE
QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY OF REXBURG, AS THE
CASE MAY BE, AGAINST SAID OWNER AND THEIR HEIRS AND 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.
OWNER, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT
STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE
CITY OF REXBURG AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE
THE RIGHT, AT THE OWNER'S 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.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS ________DAY OF
____________, 201__.
________________________________________________________
BRYSON K. HIGLEY- PRESIDENT
HIGLEY DEVELOPMENTS, LLC
ACKNOWLEDGEMENT
STATE OF _________________)
:SS.
COUNTY OF _______________)
ON THIS _______DAY OF ____________, 20___, BEFORE ME THE UNDERSIGNED, A NOTARY
PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED BRYSON K. HIGLEY, KNOWN OR
IDENTIFIED TO ME, TO BE PRESIDENT OF THE HIGLEY DEVELOPMENTS LLC, WHO
SUBSCRIBED SAID PARTNERSHIP'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 PARTNERSHIP'S NAME AND AS A PERSON AUTHORIZED TO
BIND SAID PARTNERSHIP.
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 AT: _____________________________
COMMISSION EXPIRATION DATE: ________________
PRELIMINARY
STONEBRIDGE DIVISION NO. 1 PLAT INSTRUMENT NO. 294676
BASIS OF BEARINGS
PLACED 5/8" X 24" IRON ROD WITH
CAP MARKED HLE P.L.S 5360
PUBLIC UTILITY EASEMENT (P.U.E.)
UNLESS OTHERWISE NOTED
18 17
19 20
17
20
NE COR. SEC 20
FOUND BRASS CAP
C.P.&F. #264347
CITY'S ACCEPTANCE
THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO
BY RESOLUTION ADOPTED THIS ___ DAY OF ________________ , 201_.
______________________________________ _________________________________________
MAYOR CITY ENGINEER
_____________________________________ _________________________________________
CITY CLERK PLANNING AND ZONING
N 1/4 COR. SEC 20
FOUND BRASS CAP IN VAULT
C.P.&F. #4268772
NOTE:
LOT 6 , BLOCK 2 TO BE DEEDED
TO THE CITY OF REXBURG FOR A
LIFT STATION LOT.
P.O.B.
IRRIGATION CERTIFICATE
WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT
APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS
WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT.
ACREAGE SUMMARY
LOT AREA = 8.14 ACRES
RIGHT OF WAY AREA = 2.95 ACRES
TOTAL AREA = 11.09 ACRES