HomeMy WebLinkAboutCross Charitable Foundation REV1 (1),I
OWNER'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS: THAT WE THE UNDERSIGNED, ARE THE OWNERS OF THE
TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE ,
CAUSED THE SAME TO BE PLATTED INTO BLOCKS AND LOTS TO BE HEREAFTER KNOWN AS
CROSS CHARITABLE FOUNDATION SUBDIVISION, MADISON COUNTY, IDAHO, AND WE DO HEREBY
GRANT AND DEDICATE EASEMENTS SHOWN HEREON FOR THE USE OF ALL PROPERTY OWNERS
AND THEIR GUESTS IN SAID SUBDIVISION FOR INGRESS AND EGRESS, RECREATIONAL PURPOSES,
AND FOR UTILITIES. THE LANDS INCLUDED WITHIN THIS PLAT WILL BE IRRIGATED IN COMPLIANCE
WITH MADISON COUNTY POLICY, WATER AND/OR CANAL COMPANY REGULATIONS AND IN
ACCORDANCE WITH IDAHO CODE 31-3805. WE ALSO CERTIFY THAT THE LOTS SHOWN ON THIS
PLAT WILL BE SERVED BY INDIVIDUAL WELLS.
IN WITNESS WHEREOF THE U R GNED HAVE DULY SIGNED THIS CERTIFICATE ON THIS
_SAY OF - �2
CROSS CHARITABLE FOUNDATION, INC.
JOHN CLARK - MANAGER
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ACKNOWLEDGMENT 7
ON THIS DAY OF 20_ BEFORE ME THE - y
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED
KNOWN OR IDENTIFIED TO ME TO BE THE `^(
___ ___(TITLE) OF THE CORPORATION THAT EXECUTED THE ATTACHED OWNER'Se. fC
DEDICATION AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. Y1
IN WITNESS WHEREOF: I HAVE HEREBY SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE
DAY AND YEAR FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR THE STATE OF
RESIDING IN COUNTY,
MY COMMISSION EXPIRES
RECORDER'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF GIFFORD ESTATES
SUBDIVISION, IN MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN
THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS
DAY OF 20_ AT M.
AND RECORDED UNDER INSTRUMENT NUMBER-_
CITY'S ACCEPTANCE
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF
REXBURG, IDAHO BY RESOLUTION ADOPTED THIS -DAY OF ,
2022.
MAYOR CITY ENGINEER
CITY CLERK
PLANNING AND ZONING OFFICIAL
HEALTH DEPARTMENT CERTIFICATE
SANITARY RESTRICTIONS AS REWIRED BY IDAHO CODE, TRIE 50, CHAPTER 13 HAVE
BEEN SATISFIED BASED ON DEPARTMENT OF ENIRDNMENTAL QUALITY REVIEW AND
APPROVAL FOR THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED
ON THE DEVELOPER FOR OOTITINUED SATISFACTION OF SANTTMY REMRILmONS. WATER
AND SEWER UNE HAVE BEEN COMPLETED AND SOMES CERTIFIED AS AVAILABLE
SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326,
IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL
EASTERN IDAHO PUBLIC HEALTH
ENVIRONMENTAL HEALTH SPECWJST DATE
CROSS CHARITABLE FOUNDATION SUBDIVISION
FINAL PLAT
PART OF NW 4, SECTION 25, TWP. 6 N, RANGE 39 E, B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
LOCATION MAP
FLOOD PLAIN
THE SUBJECT PROPERTY IS IN ZONE X - AREAS OUTSIDE THE 500 YR FLOOD PLAIN. SHOWN ON FEMA
F.I.R.M. MAP 16065C0020D, EFFECTIVE DATE JUNE 3, 1991.
LEGAL DESCRIPTION
IN-THEAF:O, COUNTY OF MADISON, CITY OF REXBURG, BEING PART OF SECTION 25,
TOWNSHIP 6 NORTH, RANGE 39 EAST, OF B.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH X CORNER OF SAID SECTION 25;
THENCE SOUTH 89'51'28" WEST, A DISTANCE OF 225.29 FEET TO A POINT;
THENCE SOUTH 00'10'49' EAST, A DISTANCE OF 40.28 FEET TO A REBAR WITH A PLASTIC CAP FOUND MARKING
THE POINT OF BEGINNING;
THENCE SOUTH 00'10'49" EAST, A DISTANCE OF 234.33 FEET TO A REBAR WITH A PLASTIC CAP FOUND;
IRRIGATION CERTIFICATION
U. 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 COMPANY, OTHER THAN HAVE
BEEN AGREED TO IN WRITING BETWEEN DEVELOPER AND IRRIGATION DISTRICT.
THE IRRIGATION COMPANY HAS NO ISSUES NTH THIS DEVELOPMENT
IRRIGATION COMPANY PRESIDENT DATE
IRRIGATION COMPANY
PUBLIC UTILITY EASEMENT NOTE:
UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN, AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW
GROUND AND ALL OTHER RELATED FACIUTIES W7HIN THE PUBLIC UTIUTY EASEMENTS IDENTIFIED ON THIS PLAT MAP
AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTIUTY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED
HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY
OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE
UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL STRUCTURES WITHIN THE PUE AT THE LOT OWNER'S
EXPENSE, OR THE UTILITY MAY REMOVE SUCH STRUCTURES AT THE LOT OWNER'S EXPENSE, AT NO TIME MAY ANY
PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE
USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE.
A 15' BLANKET EASEMENT FOR A CITY OF REXBURG PRESSURIZED SEWER UNE CENTERED ON ITS CURRENTLY
INSTALLED LOCATION ON THE PROPERTY IS HEREBY DEDICATED TO THE CITY OF REXBURG
SUBDIVIDER
CROSS CHARITABLE FOUNDATION
885 W MAIN ST
REXBURG, ID 83440
SURVEYOR
TETON VIEW SURVEYING, PLLC.
2847 E. 700 N.
ST. ANTHONY, ID 83445
208-516-6877
EXAMINING SURVEYOR'S CERTIFICATE
E CE NORTH 8951'23' EAST, A DISTANCE OF 217.26 FEET TO A REBAR WITH A PLASTIC CAP SET STAMPED,
p>
13856-,
1 HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND IT TO
BE CORRECT AND ACCEPTABLE AS REQUIRED BY SECTION 50-1305
THENCE SOUTH 01'50'15" EAST, A DISTANCE OF 315.76 FEET TO A REBAR WITH A PLASTIC CAP SET STAMPED,
-
OF THE IDAHO CODE.
PLS 13856;
NPL LANA
THENCE SOUTH 00'16'06" EAST, A DISTANCE OF 101.54 FEET TO A REBAR WITH A PLASTIC CAP FOUND;
eco 4IS'G15T£gf,0SGP',
SURVEYOR'S CERTIFICATE
PROFESSIONAL LAND SURVEYOR LICENSE NO. DATE
THENCE SOUTH 89'56'47 840
WEST, A DISTANCE OF .56 FEET TO A REBAR WITH NO CAP FOUND;
0 '�
13856
I, JEFFREY M. ROWE, DO HEREBY CERTIFY THAT I AM A LAND
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SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS
ASSESSOR'S /TREASURER'S CERTIFICATE
--,_ THENCE NORTH 06.14'01 EAST, A DISTANCE OF 525.29 FEET TO A POINT;
shq �
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PLAT AS DESCRIBED IN THE LEGAL DESCRIPTION SHOWN HEREON,
WAS PREPARED FROM AN
I THE UNDERSIGNED COUNTY ASSESSOR
OF V°P
v�F'cREYµOS
ACTUAL SURVEY MADE ON THE
GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
AND COUNTY TREASURER IN
AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE
THENCE WITH AN ARC OF A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 752701", A RADIUS OF 120.00
-
REPRESENTS THE POINTS PLATTED HEREON, AND IS IN
REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY
THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY
FEET, AN ARC LENGTH 158.02 FEET, WITH A CHORD BEARING OF NORTH 44'07'46" EAST, NTH A CHORD DISTANCE
OF 146.85 FEET TO A REBAR WITH A PLASTIC CAP SET STAMPED, 'PLS 13858;
�
CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO
INCLUDED IN THIS PROJECT ARE CURRENT.
PLATS AND SURVEYS.
THENCE NORTH 81'51'16' EAST, A DISTANCE OF 13281 FEET TO A REBAR WITH A PLASTIC CAP SET STAMPED,
PLS 13856';
COUNTY ASSESSOR DATE
COUNTY TREASURER DATE
THENCE WITH AN ARC OF A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 07'56'37', A RADIUS OF 475.00
FEET, AN ARC LENGTH 65.86 FEET, WITH A CHORD BEARING OF NORTH 85'49'34' EAST, WITH A CHORD DISTANCE
OF 65.80 FEET TO A REBAR WITH A PLASTIC CAP SET STAMPED, PLS 13856.
THENCE NORTH 8939'37* EAST, A DISTANCE OF 55.58 FEET TO THE POINT OF BEGINNING, CONTAINING 7.63 ACRES
OF LAND, MORE OR LESS.
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II INS. 453618
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!CITY O F R �l'°B' 1tnCig
Reviewed for
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Code Compliance
II INS. 453618
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GIS Department
Delta Chord Direction Chord Length
4'29'00" S87' 33' 23"W 37.16
327'37" N83' 35' 05"E 28.68
C3
r: ""'" "•a"
Reviewed for
75'27'01"
Code Compliance
146.85
C4
"FOUND BRASS CAP IN
MON. BOX
NW CORNER SECTION 25
INS. 392466
BASIS OF BEARINGS
S89'51'28"W 2640.94' — —
CROSS CHARITABLE FOUNDATION SUBDIVISION
FINA=- .--
PART OF NW 4, SECTION 25, TWP. 6 N, RANGE 39 E, B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
HIGHWAY 33
IDAHO DEPT. OF N81"5 C la " — G2
TRANSPORTATION 15' PVA
I
132161'
II INS. 453618
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Delta Chord Direction Chord Length
4'29'00" S87' 33' 23"W 37.16
327'37" N83' 35' 05"E 28.68
C3
KILOT1
120.00
75'27'01"
N44- 07' 46"E
146.85
C4
48.34
0.80 ACRES n
Ir N6°14'01"E
S74' 34' 42"W
--T-32.1 V
C5
165.
LOT
0.94 ACRES
w
6.1
co
S89°39'37"W
55.58'
T — — —:j2_5 —29,
1 SO'10'49"E
—40.28'
FOUND ALUMINUM CAP
N 1/4 CORNER SECTION 25
INS. 185035
M Q
" MAVERIK INC /
INS. 39033 �'/�
r S89°51'23"W 217.26' j -I
°o I cD `�QIL
MIM Y�
O I
_
_ EIT443'-"W
17"W 116.45'— — * \S
1I S89'59'544
C4 ACCESS 8 UTILITY !' 73,g4•
I� EASEMENT o
— — — — — 589'59'54"W -----� g 312.91'
LOT 3
5.88 ACRES S'
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IN
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589'56'47"W 640.56'
Curve Table
a_
IL
Curve g Length
Cl 37.17
C2 28.69
Radius
475.00
475.00
Delta Chord Direction Chord Length
4'29'00" S87' 33' 23"W 37.16
327'37" N83' 35' 05"E 28.68
C3
158.02
120.00
75'27'01"
N44- 07' 46"E
146.85
C4
48.34
160.54
17'15'08"
S74' 34' 42"W
48.16
C5
35.51
22.03
9222'00"
90'00'00"
N43- 58' 37"W
131.79
C6
C7
12.57
65.86
8.00
475.00
N45' 00' 00"W
N85' 49' 34"E
11.31
65.80
7'56'37"
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589'56'47"W 640.56'
PC KLT
a_
IL
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C
I2
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CENTER } SEC. 25
WARNING
IRrL 267991
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NOTES:
BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE SYSTEM,
EAST ZONE, NAD 83 DATUM. DISTANCES SHOWN HEREON ARE GROUND DISTANCES USING
AN AVERAGE PROJECT ELEVATION OF 4850 FEET.
A 15' BLANKET EASEMENT FOR A CITY OF REXBURG PRESSURIZED SEWER LINE CENTERED
ON ITS CURRENTLY INSTALLED LOCATION ON THE PROPERTY IS HEREBY DEDICATED TO THE
CITY OF REXBURG
REFERENCES:
INS. 306236 ITO
INS. 432318 DL EVANS - ITD R/W
INS, 152265 WIDDISON SUBD.
ITD R/W HWY 33 PROJECT A021(798
W4 �*xf-16"� �
NARRATIVE:
WE WERE HIRED BY REALTOR JUDY HOBBS TO PREPARE 3 LOT SHORT PLAT. WE HELD
EXISTING MONUMENTS FOUND AND THE ABOVE STATED REFEREENCES. WE TALKED TO
SHANE REMER ABOUT THE WE FOUND OF HIS AROUND MAVERICK. HE SENT US A COPY OF
SURVEY OF THE ADJOINING MAVERICK PROPERTY
LANDSCAPING NOTES:
HIGHWAY 20 CORRIDOR - ALL DEVELOPMENT ADJACENT TO THE HIGHWAY 20
RIGHT-OF-WAY MUST SUBMIT AN INFRASTRUCTURE PLAN TO THE ZONING ADMINISTRATOR
OR DESIGNEE TO BE APPROVED FOR DESIGN PRIOR TO OBTAINING A BUILDING PERMIT.
LANDSCAPE BUFFER - PARCELS DIRECTLY ADJACENT TO THE HIGHWAY 20 RIGHT-OF-WAY
MUST HAVE BUILDINGS BUFFERED WITH DECIDUOUS TWO (2") INCH CALIPER TREES AT
TWENTY (20') FEET SPACING AND TWO (2) SHRUBS BETWEEN TREES.
COMMERCIAL DESIGN STANDARDS - BUILDING FACADES ADJACENT TO HIGHWAY 20
RIGHT-OF-WAY WHICH MEET THE REQUIREMENTS OF COMMERCIAL DESIGN STANDARDS
(INCLUDING "EYES TO THE STREET" REQUIREMENTS) FOUND IN SECTION 7.0 MAY REDUCE
BUFFERING TO DECIDUOUS TWO (2") INCH CALIPER TREES AT FIFTY (50) FEET SPACING
AND EIGHT (8) SHRUBS BETWEEN TREES.
SETBACK - A MINIMUM SETBACK OF TWENTY-FIVE (25') FEET IS REQUIRED FROM ANY
BUILDING TO THE HIGHWAY 20 RIGHT-OF-WAY OR A ONE-TO-ONE SETBACK TO HEIGHT
REQUIREMENT, WHICHEVER IS GREATER.
LANDSCAPING MUST BE MAINTAINED.
LEGEND �o
9 1" COPPER HEAD BRASS CAP FOUND PLS 12222
CENTER 1/4 CORNER
0 REBAR W/NO CAP FOUND
IPC 5/8' REBAR W/PLASTIC CAP FOUND (AS NOTED)
SET 5�8" X 24" REBAR WITH A PLASTIC
CAP SSTTAMPED "PLS 13856"
CONTROLLING SECTION CORNER FND. (AS NOTED)
coo QUARTER SECTION CORNER FND. (AS NOTED)
— — — — RIGHT OF WAY
SECTION UNE
PROPOSED PROPERTY LINE
— — — — — — — UTILITY EASEMENT
SURVEYOR'S CERTIFICATE \papl LAND S
I, JEFFREY M. ROWE, A PROFESSIONAL LAND SURVEYOR ��¢�GtSTERFO ppG
IN THE STATE OF IDAHO, NUMBER 13856, DO HEREBY
CERTIFY THAT THIS MAP AND THE SURVEY REFERRED TO 13856 o
HEREON WERE PERFORMED UNDER MY RESPONSIBLE o. a
CHARGE IN
TO ACCORDANCE WITH IDAHO STATE CODE, FgTE of'Pe
RELATINGFREY M.RO
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589'56'47"W 640.56'
PC KLT
/I
C
N
60' 30' 0 60'
SCALE: T" = 60'
CENTER } SEC. 25
WARNING
IRrL 267991
LINEIS 2 INCHES
AT FULL SIZE T'
(IF NOT 2"–SCALE ACCORDINGLY)
NOTES:
BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE SYSTEM,
EAST ZONE, NAD 83 DATUM. DISTANCES SHOWN HEREON ARE GROUND DISTANCES USING
AN AVERAGE PROJECT ELEVATION OF 4850 FEET.
A 15' BLANKET EASEMENT FOR A CITY OF REXBURG PRESSURIZED SEWER LINE CENTERED
ON ITS CURRENTLY INSTALLED LOCATION ON THE PROPERTY IS HEREBY DEDICATED TO THE
CITY OF REXBURG
REFERENCES:
INS. 306236 ITO
INS. 432318 DL EVANS - ITD R/W
INS, 152265 WIDDISON SUBD.
ITD R/W HWY 33 PROJECT A021(798
W4 �*xf-16"� �
NARRATIVE:
WE WERE HIRED BY REALTOR JUDY HOBBS TO PREPARE 3 LOT SHORT PLAT. WE HELD
EXISTING MONUMENTS FOUND AND THE ABOVE STATED REFEREENCES. WE TALKED TO
SHANE REMER ABOUT THE WE FOUND OF HIS AROUND MAVERICK. HE SENT US A COPY OF
SURVEY OF THE ADJOINING MAVERICK PROPERTY
LANDSCAPING NOTES:
HIGHWAY 20 CORRIDOR - ALL DEVELOPMENT ADJACENT TO THE HIGHWAY 20
RIGHT-OF-WAY MUST SUBMIT AN INFRASTRUCTURE PLAN TO THE ZONING ADMINISTRATOR
OR DESIGNEE TO BE APPROVED FOR DESIGN PRIOR TO OBTAINING A BUILDING PERMIT.
LANDSCAPE BUFFER - PARCELS DIRECTLY ADJACENT TO THE HIGHWAY 20 RIGHT-OF-WAY
MUST HAVE BUILDINGS BUFFERED WITH DECIDUOUS TWO (2") INCH CALIPER TREES AT
TWENTY (20') FEET SPACING AND TWO (2) SHRUBS BETWEEN TREES.
COMMERCIAL DESIGN STANDARDS - BUILDING FACADES ADJACENT TO HIGHWAY 20
RIGHT-OF-WAY WHICH MEET THE REQUIREMENTS OF COMMERCIAL DESIGN STANDARDS
(INCLUDING "EYES TO THE STREET" REQUIREMENTS) FOUND IN SECTION 7.0 MAY REDUCE
BUFFERING TO DECIDUOUS TWO (2") INCH CALIPER TREES AT FIFTY (50) FEET SPACING
AND EIGHT (8) SHRUBS BETWEEN TREES.
SETBACK - A MINIMUM SETBACK OF TWENTY-FIVE (25') FEET IS REQUIRED FROM ANY
BUILDING TO THE HIGHWAY 20 RIGHT-OF-WAY OR A ONE-TO-ONE SETBACK TO HEIGHT
REQUIREMENT, WHICHEVER IS GREATER.
LANDSCAPING MUST BE MAINTAINED.
LEGEND �o
9 1" COPPER HEAD BRASS CAP FOUND PLS 12222
CENTER 1/4 CORNER
0 REBAR W/NO CAP FOUND
IPC 5/8' REBAR W/PLASTIC CAP FOUND (AS NOTED)
SET 5�8" X 24" REBAR WITH A PLASTIC
CAP SSTTAMPED "PLS 13856"
CONTROLLING SECTION CORNER FND. (AS NOTED)
coo QUARTER SECTION CORNER FND. (AS NOTED)
— — — — RIGHT OF WAY
SECTION UNE
PROPOSED PROPERTY LINE
— — — — — — — UTILITY EASEMENT
SURVEYOR'S CERTIFICATE \papl LAND S
I, JEFFREY M. ROWE, A PROFESSIONAL LAND SURVEYOR ��¢�GtSTERFO ppG
IN THE STATE OF IDAHO, NUMBER 13856, DO HEREBY
CERTIFY THAT THIS MAP AND THE SURVEY REFERRED TO 13856 o
HEREON WERE PERFORMED UNDER MY RESPONSIBLE o. a
CHARGE IN
TO ACCORDANCE WITH IDAHO STATE CODE, FgTE of'Pe
RELATINGFREY M.RO
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