HomeMy WebLinkAboutSurvey - 396 W. Moody Rd 07-04-2025X
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PP
PP PP
EX. COMM. PEDESTAL
PPPP
EX. UTILITY POLE
PP EX. GUY WIRE
EX. WATER SPIGOT
PP
EX. UTILITY POLE
FND RBC "TVS PLS 13856"
SOUTHWEST CORNER
SEC. 7, T6N, R40E, B.M.
FND 3" BRASS MON @ W EDGE OF BRIDGE
IN. 268004
FND RBC "TVS PLS 13856"
N0°17'01"W 56.23'
L=215.42', R=8474.37'
D=1°27'23" CH=N53° 12' 12"E 215.41'
N53
°
5
5
'
5
3
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E
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8
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2
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S0°00'08"E 75.40'
S53
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5
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°
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S89°38'36"W 1086.02'
S89°38'36"W 1085.92'
39
.
5
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'
39
.
5
0
'
270.00'815.92'
72
5
.
5
0
'
N89°38'36"E 2674.47'
( BASIS OF BEARING )
LOT 8
PARCEL ID:RP04SHR0010080
1.05 ACRES
LOT 7
PARCEL ID:RP04SHR0010070
1.33 ACRES
LOT 5
PARCEL ID:RP04SHR0010050
1.10 ACRES
LOT 4
PARCEL ID:RP04SHR0010040
1.26 ACRES
LOT 3
PARCEL ID:RP04SHR0010030
2.14 ACRES
LOT 2
PARCEL ID:RP04SHR0010020
1.00 ACRE
LOT 1
PARCEL ID:RP04SHR0010010
1.01 ACRES
LOT 6
PARCEL ID:RP04SHR0010060
1.15 ACRES
MOODY ROAD
68' PUBLIC RIGHT-OF-WAY
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SHIRLEY SUBDIVISION
BLOCK 1
465459.91 SQ.FT.
OR 10.69 ACRES
HIG
H
W
A
Y
2
0
(
F
A
P
F
-
6
4
7
1
(
8
1
)
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PROPERTY LINE IS
PUBLIC RIGHT-OF-WAY LINE
17.01'
13.88'
7.75'
2.14'
12.53'
CALL FAMILY TRUST U/A
PARCEL ID:RP06N40E076169
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
80.0
0
'
CAN
A
L
E
A
S
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M
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N
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15.00' P.U.E.
PR
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DEED DESCRIPTION
SITUATED IN THE STATE OF IDAHO, COUNTY OF MADISON, BEING PART OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, OF
B.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A BRASS CAP FOUND MARKING THE SOUTH WEST CORNER OF SAID SECTION 7, SAID POINT BEING THE POINT OF
BEGINNING;
THENCE NORTH 00°17'01" WEST, A DISTANCE OF 56.23 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING A DELTA ANGLE 01°27'23", A RADIUS OF 8,474.37 FEET, AN ARC
LENGTH OF 215.42 FEET, WITH A CHORD BEARING OF NORTH 53°12'12" EAST, AND A CHORD LENGTH OF 215.41 FEET;
THENCE NORTH 53°55'53" EAST, A DISTANCE OF 1,458.26 FEET TO A REBAR WITH A PLASTIC CAP FOUND, STAMPED "PLS 13856";
THENCE SOUTH 00°00'08" EAST, A DISTANCE OF 75.40 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 53°59'37" WEST, A DISTANCE OF 334.54 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 00°25'29" EAST, A DISTANCE OF 765.00 FEET TO A PK MAG NAIL SET;
THENCE SOUTH 89°38'36" WEST, A DISTANCE OF 1,086.02 FEET TO THE POINT OF BEGINNING. CONTAINING 11.67 ACRES OF LAND,
MORE OR LESS.
NARRATIVE
THE PURPOSE OF THE SURVEY WAS TO DETERMINE THE BOUNDARY AND SHOW THE TOPOGRAPHY
OF THE LAND SHOWN HEREON. THE SURVEY WAS ORDERED BY HUNT DAY CO. THE BASIS OF BEARING
IS THE MONUMENTED CENTERLINE BETWEEN THE FOUND SOUTHWEST CORNER AND THE FOUND
SOUTH QUARTER CORNER, SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M., WHICH BEARS
NORTH 89°38'36" EAST, MADISON COUNTY, IDAHO, NAD 83 STATE PLANE GRID BEARING.
NOTE: THE BEARINGS SHOWN HERE ON HAVE BEEN ROTATED FROM THE ORIGINAL PLAT. ROTATE (
DEGREES, MINUTES , SECONDS CLOCKWISE/ COUNTERCLOCKWISE) TO ACHIEVE PLAT BEARING.
SURVEYOR'S CERTIFICATE
I, SPENCER MCCUTCHEON, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, HOLDING
CERTIFICATE NUMBER 20907, AS PRESCRIBED BY THE LAWS OF THE STATE OF IDAHO. I FURTHER CERTIFY
THAT I HAVE DIRECTLY SUPERVISED A SURVEY OF THE PARCEL(S) OF LAND REPRESENTED HEREON.
AND HAVE VERIFIED ALL MEASUREMENTS; THAT THE REFERENCE MONUMENTS SHOWN ON THIS RECORD
OF SURVEY PLAT ARE LOCATED AS INDICATED AND ARE SUFFICIENT TO RETRACE OR REESTABLISH THIS
SURVEY; AND THAT THE INFORMATION SHOWN HEREIN IS SUFFICIENT TO ACCURATELY ESTABLISH THE
LATERAL BOUNDARIES OF THE HEREIN DESCRIBED TRACT OF REAL PROPERTY. FURTHERMORE SHOULD
THIS SURVEY CONTAIN TOPOGRAPHIC DATA INTENDED FOR ANY SORT OF DESIGN WORK, THE CONTENTS
OF THIS PLAT ARE CONSIDERED VIABLE FOR 6 MONTHS FROM THE DATE THIS SURVEY HAS BEEN SIGNED
FOR THE PARTY THAT PURCHASED THIS SURVEY AND ANY SITE WORK THAT TAKES PLACE WITH IN THAT 6
MONTH TIME FRAME INVALIDATES THE TOPOGRAPHY SHOWN ON THIS PLAT.
SIGNED THIS 04TH DAY OF JULY 2025.
Pr
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CO
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GM
AC
COUNTY MONUMENT
PROPERTY CORNER
AS DESCRIBED
SUBDIVISION BOUNDARY
LOT LINE
ADJACENT PARCEL
SECTION LINE
EASEMENT
EXISTING FENCE LINE
IRR
SD
SS
OH
W EXISTING WATER LINE
EXISTING IRRIGATION LINE
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
EXISTING OVERHEAD POWER
EXISTING GAS LINE
EXISTING CONCRETE
EXISTING ASPHALT
EXISTING WATER METER
EXISTING WATER MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING SEWER MANHOLE
EXISTING SEWER CLEAN OUT
EXISTING IRRIGATION VALVE
EXISTING POWER POLE
EXISTING TRANSFORMER
EXISTING TELECOM MANHOLE
EXISTING ELECTRICAL BOX
EXISTING AC UNIT
EXISTING GAS METER
G
X
LEGEND
WM
W
WV
SD
SS
( IN FEET )
GRAPHIC SCALE
080 8040
1 inch = 80 ft.
160
IRR
SOUTH QUARTER CORNER
SEC. 7, T6N, R40E, B.M.
FOUND BRASS CAP
IN. 404616
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20907
07-04-2025
PRE
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X X X X X
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XX X
X
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X
X
X
X
PP
PP PP
EX. COMM. PEDESTAL
PPPP
EX. UTILITY POLE
PP EX. GUY WIRE
EX. WATER SPIGOT
PP
EX. UTILITY POLE
FND RBC "TVS PLS 13856"
SOUTHWEST CORNER
SEC. 7, T6N, R40E, B.M.
FND 3" BRASS MON @ W EDGE OF BRIDGE
IN. 268004
FND RBC "TVS PLS 13856"
N0°17'01"W 56.23'
L=215.42', R=8474.37'
D=1°27'23" CH=N53° 12' 12"E 215.41'
N53
°
5
5
'
5
3
"
E
1
4
5
8
.
2
6
'
S0°00'08"E 75.40'
S53
°
5
9
'
3
7
"
W
3
3
4
.
5
4
'
S0
°
2
5
'
2
9
"
E
7
6
5
.
0
0
'
S89°38'36"W 1086.02'
S89°38'36"W 1085.92'
39
.
5
0
'
39
.
5
0
'
270.00'815.92'
72
5
.
5
0
'
N89°38'36"E 2674.47'
( BASIS OF BEARING )
LOT 8
PARCEL ID:RP04SHR0010080
1.05 ACRES
LOT 7
PARCEL ID:RP04SHR0010070
1.33 ACRES
LOT 5
PARCEL ID:RP04SHR0010050
1.10 ACRES
LOT 4
PARCEL ID:RP04SHR0010040
1.26 ACRES
LOT 3
PARCEL ID:RP04SHR0010030
2.14 ACRES
LOT 2
PARCEL ID:RP04SHR0010020
1.00 ACRE
LOT 1
PARCEL ID:RP04SHR0010010
1.01 ACRES
LOT 6
PARCEL ID:RP04SHR0010060
1.15 ACRES
MOODY ROAD
68' PUBLIC RIGHT-OF-WAY
SH
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L
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Y
L
A
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50
'
P
R
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R
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H
T
-
O
F
-
W
A
Y
0.
6
5
A
C
R
E
SHIRLEY SUBDIVISION
BLOCK 1
465459.91 SQ.FT.
OR 10.69 ACRES
HIG
H
W
A
Y
2
0
(
F
A
P
F
-
6
4
7
1
(
8
1
)
)
PUB
L
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C
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G
H
T
-
O
F
-
W
A
Y
WIDT
H
V
A
R
I
E
S
PROPERTY LINE IS
PUBLIC RIGHT-OF-WAY LINE
17.01'
13.88'
7.75'
2.14'
12.53'
CALL FAMILY TRUST U/A
PARCEL ID:RP06N40E076169
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
80.0
0
'
CAN
A
L
E
A
S
E
M
E
N
T
15.00' P.U.E.
PR
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1"
=
8
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'
DEED DESCRIPTION
SITUATED IN THE STATE OF IDAHO, COUNTY OF MADISON, BEING PART OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, OF
B.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A BRASS CAP FOUND MARKING THE SOUTH WEST CORNER OF SAID SECTION 7, SAID POINT BEING THE POINT OF
BEGINNING;
THENCE NORTH 00°17'01" WEST, A DISTANCE OF 56.23 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING A DELTA ANGLE 01°27'23", A RADIUS OF 8,474.37 FEET, AN ARC
LENGTH OF 215.42 FEET, WITH A CHORD BEARING OF NORTH 53°12'12" EAST, AND A CHORD LENGTH OF 215.41 FEET;
THENCE NORTH 53°55'53" EAST, A DISTANCE OF 1,458.26 FEET TO A REBAR WITH A PLASTIC CAP FOUND, STAMPED "PLS 13856";
THENCE SOUTH 00°00'08" EAST, A DISTANCE OF 75.40 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 53°59'37" WEST, A DISTANCE OF 334.54 FEET TO A REBAR WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 00°25'29" EAST, A DISTANCE OF 765.00 FEET TO A PK MAG NAIL SET;
THENCE SOUTH 89°38'36" WEST, A DISTANCE OF 1,086.02 FEET TO THE POINT OF BEGINNING. CONTAINING 11.67 ACRES OF LAND,
MORE OR LESS.
NARRATIVE
THE PURPOSE OF THE SURVEY WAS TO DETERMINE THE BOUNDARY AND SHOW THE TOPOGRAPHY
OF THE LAND SHOWN HEREON. THE SURVEY WAS ORDERED BY HUNT DAY CO. THE BASIS OF BEARING
IS THE MONUMENTED CENTERLINE BETWEEN THE FOUND SOUTHWEST CORNER AND THE FOUND
SOUTH QUARTER CORNER, SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M., WHICH BEARS
NORTH 89°38'36" EAST, MADISON COUNTY, IDAHO, NAD 83 STATE PLANE GRID BEARING.
NOTE: THE BEARINGS SHOWN HERE ON HAVE BEEN ROTATED FROM THE ORIGINAL PLAT. ROTATE (
DEGREES, MINUTES , SECONDS CLOCKWISE/ COUNTERCLOCKWISE) TO ACHIEVE PLAT BEARING.
SURVEYOR'S CERTIFICATE
I, SPENCER MCCUTCHEON, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, HOLDING
CERTIFICATE NUMBER 20907, AS PRESCRIBED BY THE LAWS OF THE STATE OF IDAHO. I FURTHER CERTIFY
THAT I HAVE DIRECTLY SUPERVISED A SURVEY OF THE PARCEL(S) OF LAND REPRESENTED HEREON.
AND HAVE VERIFIED ALL MEASUREMENTS; THAT THE REFERENCE MONUMENTS SHOWN ON THIS RECORD
OF SURVEY PLAT ARE LOCATED AS INDICATED AND ARE SUFFICIENT TO RETRACE OR REESTABLISH THIS
SURVEY; AND THAT THE INFORMATION SHOWN HEREIN IS SUFFICIENT TO ACCURATELY ESTABLISH THE
LATERAL BOUNDARIES OF THE HEREIN DESCRIBED TRACT OF REAL PROPERTY. FURTHERMORE SHOULD
THIS SURVEY CONTAIN TOPOGRAPHIC DATA INTENDED FOR ANY SORT OF DESIGN WORK, THE CONTENTS
OF THIS PLAT ARE CONSIDERED VIABLE FOR 6 MONTHS FROM THE DATE THIS SURVEY HAS BEEN SIGNED
FOR THE PARTY THAT PURCHASED THIS SURVEY AND ANY SITE WORK THAT TAKES PLACE WITH IN THAT 6
MONTH TIME FRAME INVALIDATES THE TOPOGRAPHY SHOWN ON THIS PLAT.
SIGNED THIS 04TH DAY OF JULY 2025.
Pr
o
f
e
s
s
i
o
n
a
l
L
a
n
d
S
u
r
v
e
y
i
n
g
CO
PP
E
T
GM
AC
COUNTY MONUMENT
PROPERTY CORNER
AS DESCRIBED
SUBDIVISION BOUNDARY
LOT LINE
ADJACENT PARCEL
SECTION LINE
EASEMENT
EXISTING FENCE LINE
IRR
SD
SS
OH
W EXISTING WATER LINE
EXISTING IRRIGATION LINE
EXISTING STORM DRAIN
EXISTING SANITARY SEWER
EXISTING OVERHEAD POWER
EXISTING GAS LINE
EXISTING CONCRETE
EXISTING ASPHALT
EXISTING WATER METER
EXISTING WATER MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING SEWER MANHOLE
EXISTING SEWER CLEAN OUT
EXISTING IRRIGATION VALVE
EXISTING POWER POLE
EXISTING TRANSFORMER
EXISTING TELECOM MANHOLE
EXISTING ELECTRICAL BOX
EXISTING AC UNIT
EXISTING GAS METER
G
X
LEGEND
WM
W
WV
SD
SS
( IN FEET )
GRAPHIC SCALE
080 8040
1 inch = 80 ft.
160
IRR
SOUTH QUARTER CORNER
SEC. 7, T6N, R40E, B.M.
FOUND BRASS CAP
IN. 404616
DI
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4
0
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B
.
M
.
,
20907
07-04-2025
PRE
L
I
M
I
N
A
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Y