HomeMy WebLinkAboutCS 1 - 25030 ALTA SURVEY_4-10-25X X X X X X X X X X X X X X X X X
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8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
8''SS8''SS
8'
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FO FO FO FO FO FO FO FO FO
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
W
W
SS
SS
RIM ELEV: 4850.877'
N INVERT: 4834.91'
W INVERT: 4834.87'
E INVERT: 4834.95'
8''W8''W
W
W
WWWW
W
W
8''W
SD
12
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12
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SD
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(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD
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8'
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S
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484
8
4
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4
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48
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8
48
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484
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48
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8
48
4
8
484
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484
8
N89°52'46"E 319.57'
N0
0
°
2
1
'
1
6
"
W
3
7
9
.
5
7
'
N89°52'46"E 420.00'
S0
0
°
2
1
'
1
6
"
E
4
8
0
.
0
0
'
R: 20.00'
L: 23.78'
CH: 22.41'
S33°42'49"W
Δ: 68°08'11"
R: 20.00'
L: 23.78'
CH: 22.41'
S55°48'37"W
Δ: 68°08'17"
R: 1
2
5
.
0
0
'
L: 1
0
0
.
4
4
'
CH:
9
7
.
7
6
'
N44
°
4
5
'
4
2
"
E
Δ : 46
°
0
2
'
2
6
"
RIM ELEV: 4850.877'
N INVERT: 4834.91'
W INVERT: 4834.87'
E INVERT: 4834.95'
8''SS8''SS
8''W
SD
(12''SD
8'
'
W
8'
'
W
RIM ELEV: 4849.653'
N INVERT: 4839.01'
W INVERT: 4839.09'
8'
'
S
S
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
ATTENTION
This document or any part thereof in detail or design concept is the property of
Eagle Rock Engineering and shall not be copied in any form without the written
authorization of Eagle Rock Engineering.
REXBURG (208) 359-2665
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
343 E 4th N, Suite 119
Rexburg, Idaho 83440
SHEET 1 OF 1
W E
S
N
030'30'15'
SCALE: 1" = 30'
T. HANSEN
C. MACKAY
K. ROLAND
25030
SUMMERFIELD ALTA
A PARCEL OF LAND BEING SITUATED IN THE SOUTHEAST QUARTER OF
SECTION 26, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN,
CITY OF REXBURG, MADISON COUNTY, IDAHO
ALTA / NSPS LAND TITLE SURVEY OF:
LEGEND
X X X X
FO
PROPERTY LINE
EASEMENT LINE AS NOTED
FIBER OPTIC LINE
ADJACENT PROPERTY LINE
FENCE AS NOTED
SET 5/8 INCH IRON ROD WITH
SURVEYOR CONTACT
EAGLE ROCK ENGINEERING
KURT ROLAND
1331 FREMONT AVE.
IDAHO FALLS, ID 83402
kroland@eaglerockengineering.com
208.542.2665
SURVEYORS CERTIFICATION
1.KURTIS J. ROLAND, A REGISTERED LAND SURVEYOR, REPRESENTS A TRUE AND CORRECT SURVEY
MADE BY ME ON MARCH 12, 2025 OF THE LAND THEREIN PARTICULARLY DESCRIBED
2.THE SURVEY AND THE INFORMATION, COURSES AND DISTANCES SHOWN THEREON ARE CORRECT;
3.THE TITLE LINES AND LINES OF ACTUAL POSSESSION ARE THE SAME;
4.THE LAND DESCRIBED IN THE SURVEY IS THE SAME AS DESCRIBED IN THE TITLE INSURANCE
COMMITMENT DESCRIBED BELOW; (SEE BOUNDARY DESCRIPTION)
5.THE AREA OF THE SUBJECT PROPERTY AND THE SIZE, LOCATION AND TYPE OF BUILDINGS AND
IMPROVEMENTS AND ANY OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY ARE SHOWN AND
ALL BUILDINGS AND IMPROVEMENTS ARE WITHIN THE BOUNDARY LINES AND APPLICABLE SET-BACK
LINES OF THE PROPERTY; (UNLESS OTHERWISE NOTED)
6.THERE ARE NO VISIBLE APPARENT EASEMENTS OR USES AFFECTING THIS PROPERTY APPEARING
FROM A CAREFUL PHYSICAL INSPECTION OF THE SAME, OTHER THAN THOSE SHOWN AND DEPICTED
ON THE SURVEY;
7.THERE ARE NO VISIBLE ENCROACHMENTS ON THE ADJOINING PROPERTIES, STREETS, OR ALLEYS BY
ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS; OTHER THAN THOSE SHOWN ON
THE SURVEY;
8.THERE ARE NO PARTY WALLS OR VISIBLE ENCROACHMENTS ON SAID DESCRIBED PROPERTY BY
STREETS, ALLEYS OR BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING
PROPERTY, EXCEPT AS SHOWN ON THE SURVEY;
9.THERE ARE NO WETLANDS ON THIS PROPERTY;
10.THE LOCATION OF ALL UTILITIES EXISTING ON OR SERVING THE PROPERTY AS DETERMINED BY
OBSERVED EVIDENCE IS SHOWN ON THE SURVEY;
11.ANY VISIBLE ABOVE GROUND EVIDENCE OF DISCHARGE INTO STREAMS, RIVERS, OR OTHER
CONVEYANCE SYSTEM SHOWN ON THE SURVEY;
12.THE PARCEL DESCRIBED IN THIS SURVEY DOES LIE WITHIN FLOOD HAZARD AREAS IN ACCORDANCE
WITH COMMUNITY-PANEL NUMBER 16065C0020D EFFECTIVE 6/3/1991, ENTITLED “FLOOD
INSURANCE RATE MAP” OR “FLOOD HAZARD FLOOD WAY BOUNDARY MAP” PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY OF A FLOOD HAZARD BOUNDARY MAP PUBLISHED BY
THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE SURVEY CORRECTLY
INDICATES THE ZONE DESIGNATION;
13.THE SUBJECT PROPERTY HAS ACCESS TO AND FROM DULY DEDICATED AND ACCEPTED PUBLIC
STREETS KNOWN AS SUMMERFIELD LANE AND 2400 WEST STREET;
14.THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE;
15.THE UNDERSIGNED HAS RECEIVED AND EXAMINED A COPY OF OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY COMMITMENT NO. 1168604-RX, DATE DECEMBER 10, 2024 AT 7:30 A.M.; AND
THE LOCATION OF ANY MATTER SHOWN THEREON. TO THE EXTENT IT CAN BE LOCATED HAS BEEN
SHOWN ON THIS SURVEY WITH THE APPROPRIATE RECORDING REFERENCE;
BV SUMMERFIELD, LLC, AN IDAHO LIMITED LIABILITY COMPANY;
THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE;
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6a,
6b, 11a, 11b, 13, 14, AND 16 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 3/11/2025.
FLOOD ZONE
PANEL NO. 16065C0020D
SEE SURVEYORS CERTIFICATION NOTE 12
LOT 1, BLOCK 13, SUMMERFIELD SUBDIVISION, DIVISION NO. 6, CITY OF REXBURG, MADISON COUNTY, IDAHO,
ACCORDING TO THE OFFICIAL PLAT RECORDED ON FEBRUARY 19, 2020, AS INSTRUMENT NO. 429093.
BOUNDARY DESCRIPTION
VICINITY MAP
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
YE
VR
K
U
RT J.R O L A N D
IS
1.UTILITIES SHOWN ON THE SURVEY HERON WERE BASED UPON GROUND/VISUAL OBSERVATIONS ONLY.
THERE MAY BE UTILITIES ON THE SITE THAT WERE NOT VISIBLE, THEREFOR THEY ARE NOT SHOWN. THE
ACTUAL LOCATION OF THE UNDERGROUND UTILITIES MAY VARY.
2.NO EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS.
3.NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.
ADDRESS
NOT ADDRESSED, REXBURG, ID 83440
ELEV ELEVATION
FF FINISHED FLOOR
INV INVERT
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
FL FLOW LINE OF CURB
MH MANHOLE
ABBREVIATIONS
ZONING
MISCELLANEOUS NOTES
CURRENT ZONE= LDR 2- LOW DENSITY RESIDENTIAL 2
ALL SURVEY EASEMENTS THAT AFFECT THIS TRACT ARE LISTED BELOW AND PLOTTED ON DRAWING.
PER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 1168604-RX,
DECEMBER 10, 2024;
11.EASEMENT GRANTED TO MOUNTAIN STATE TELEPHONE & TELEGRAPH CO.,
RECORDED NOVEMBER 13, 1919
IN BOOK 73 PAGE 609 (NOT PLOTTED)
SCHEDULE B PART II - EXCEPTIONS
8''SS 8" SANITARY SEWER
8''W 8" WATER LINE OR AS NOTED
STORM DRAIN
GAS RISER/METER
WATER VALVE
FIRE HYDRANT
WATER METER
SANITARY MANHOLE
RISER ELECTRIC
EXISTING LIGHT POLE
ELECTRIC TRANSFORMER
ELECTRIC BOX
STORM DRAIN MANHOLE
CATCH BASIN (INLET)
EAGLE ROCK WAS COMMISSIONED BY JOHNNY WATSON OF JRW & ASSOCIATES, TO CREATE AN ALTA SURVEY OF LOT 1
BLOCK 13, SUMMERFIELD SUBDIVISION, DIVISION NO. 6 PURSUANT TO INSTRUMENT NO. 429093. BEING LOCATED IN
THE CITY OF REXBURG, MADISON COUNTY, IDAHO. MONUMENT SET ARE 5/8 INCH IRON ROD WITH PLASTIC CAPS
MARKED PLS 9369. THE REXBURG MODIFIED CONTROL WAS USED FOR THIS SURVEY
NARRATIVE
IR IRON ROD
BLDG BUILDING
WV WATER VALVE
WM WATER METER
CB CATCH BASIN
EO EDGE OF OIL
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT-OF-WAY
X EXISTING
#EASEMENT PER SCHEDULE B
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BV SUMMERFIELD LLC
4.511 AC
8" WATER AND 4" PVC SANITARY SEWER STUB
PLASTIC CAP MARKED PLS 9369
CALCULATED POINT AS NOTED
RISER FIBER
FIBER VAULT
SIGN
PROJECT LOCATION
W 1000 S
S
1
2
T
H
W
15' PUE PER INSTRUMENT NO. 429093
SUMMERFIELD LN
S
2
4
0
0
W
S
2
4
0
0
W
SUMMERFIELD LN
CLUSTER MAILBOX
8" WATER SUB
14" WATER LINE
GRATE ELEV: 4847.40'
N INVERT: 4844.55'
E INVERT: 4844.62'
GRATE ELEV: 4847.66'
N INVERT: 4844.17'
S INVERT: 4844.35'
GRATE ELEV: 4848.01'
NW INVERT: 3.20'
E INVERT: 3.15'
GRATE ELEV: 4848.18
W INVERT:3.10
GRATE ELEV: 4848.23'
N INVERT:4844.13'
E INVERT:4844.35'
S INVERT:4844.15'
GRATE ELEV: 4848.30'
N INVERT: 4844.30'
GRATE ELEV: 4848.79'
W INVERT: 4846.30'
E INVERT: 4846.31'
S INVERT: 4846.31'
GRATE ELEV: 4848.99'
N INVERT: 4846.32'
12" SD
12" SD
12
"
S
D
12"
S
D
12
"
S
D
1
2
"
S
D
12
"
S
D
RIM ELEV: 4847.08'
S INVERT: 4840.98'
RIM ELEV: 4846.00'
S INVERT: 4840.32'
4/10/25