HomeMy WebLinkAboutSURVEY - ALTA SURVEY - 22-00669 - 500 West Church Subdivision (BYU 10TH WARD) - University Blvd & S 5th W - PlatCOMMUNICATION
BOX
FIBER OPTICS POST
COMMUNICATION BOX
ELECTRIC BOX
TOP OF 12" PIPE
CABLE PAINT LINE
WATERLINE RISER
WATERLINE RISER
TOP OF 18" SD CMP PIPE
24" SD PLASTIC PIPE
CB
GRATE=4883.00
INV=4878.31
CB
GRATE=4880.92
INV=4878.42
SDMH
RIM=4882.26
E INV=4878.60
N INV=4878.47
S INV=4878.42
SDMH
RIM=4900.31
S INV=4896.13
E INV=4895.97
W INV=4895.87
CB
GRATE=4900.59
INV=4897.32
36" SD PLASTIC PIPE
INV:4876.96
WATERLINE RISER
TH #1 TH #2
TH #B1
TH #1TH #3 TH #4 TH #13
TH #14
TH #11
TH #12TH #B5TH #B4
TH #9
TH #7
TH #6
TH #B2
TH #5
TH #8
TH #15
TH #10
BTM OF POND
TOP OF POND
TURN
LANE
SIGN
CB
GRATE=4869.58
INV=4865.80
CL STRIPE SDMH
RIM=4873.74
E INV=4869.99
W INV=4869.91
4875.25
24" SD CMP PIPE
SHOULDER
EO
SHOULDER
CURB & GUTTER
EO
EO
EO
EO
EO
TURN LANE SIGN
CROSS WALK SIGN
45 SPEED LIMIT
CROSS WALK SIGN
STOP SIGN
STOP SIGNRIGHT LANE MUST
TURN SIGN
48
9
0
4
9
0
0
48
8
8
489
2
489
4
4
8
9
6
4
8
9
8
4
9
0
2
4
9
0
4
4
9
0
6
4
9
0
8
490
0
4910
48
9
4
489
6
489
8
490
2
4904
4906
490
8
4880
4880
48
8
0
4876
4
8
7
8
4878
4878
48
8
2
48
8
4
48
8
6
CROSS WALK AHEAD
GR
A
V
E
L
D
R
I
V
E
W
A
Y
GR
A
V
E
L
D
R
I
V
E
W
A
Y
FND 2" AC
FND 5
8" IR NO CAP
FND 1
2 " IR P.L.S 10786
FND 1
2 " IR P.L.S 10786
FND 1
2 " IR P.L.S 10786
SHED
WOOD PEN
CURB & GUTTER
10' ASPHALT PATHWAY
S0
0
°
1
6
'
5
0
"
E
26
0
.
5
7
'
S0
0
°
1
6
'
3
0
"
E
26
1
8
.
1
1
'
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L =3 3 2 .0 8 ,
R =1 1 4 1 .5 2
C B =S 1 5 °
3 2 '
0 2 "W
C =3 3 0 .9 1 5
∆=0 1 6 °4 0 '0 5 "
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
GRAVEL DRIVEWAY
N89° 39' 50"W
2649.26'
WATERLINE RISER
FIBER OPTICS PAINT
S
S
SS SS
SSMH
RIM=4865.60
SE INV=4856.57
N INV=4856.47
SSMH
RIM=4873.80
E INV=4862.87
N INV=4862.77
SEWER BOARD
WATERMAIN
TOP OF CULVERT
ROW MARKER
LS 4563
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
CAD NAME:
REVISION:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
CIVIL planning SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
ADAM SNARR
ANGIE VALDEZ
17165
KURT J. ROLAND
ALTA SURVEY.DWG
APRIL 8, 2022
1"=50'
BY GRAPHIC PLOTTING ONLY, THIS
PROPERTY IS IN ZONE "X" OF THE FLOOD
INSURANCE RATE MAP COMMUNITY
PANEL NO. 16065C0100D WHICH BEARS
AN EFFECTIVE DATE OF 06-03-1991.
A PART OF THE SW 1
4 CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY, IDAHO
ALTA / ASCM LAND TITLE SURVEY OF:
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.
1. KURTIS J. ROLAND, A REGISTERED LAND SURVEYOR, REPRESENTS A TRUE AND
CORRECT SURVEY MADE BY ME ON APRIL 8, 2022 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 LEGAL 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.
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;OTHER THAN THOSE
SHOWN ON THE SURVEY.
9. THERE ARE NO VISIBLE APPARENT CEMETERIES OR BURIAL GROUNDS
AFFECTING THIS PROPERTY.
10. THERE ARE NO WETLANDS ON THIS PROPERTY.
11. THE LOCATION OF ALL UTILITIES EXISTING ON OR SERVING THE PROPERTY AS
DETERMINED BY OBSERVED EVIDENCE IS SHOWN ON THE SURVEY.
12. NO OCCURRING VISIBLE ABOVE GROUND EVIDENCE OF DISCHARGE INTO
STREAMS, RIVERS, OR OTHER CONVEYANCE SYSTEM SHOWN ON THE SURVEY.
13. NO EVIDENCE OF RECENT STREET CONSTRUCTION OR REPAIRS.
14. THE PARCEL DESCRIBED IN THIS SURVEY DOES NOT LIE WITHIN FLOOD
HAZARD AREAS IN ACCORDANCE WITH MAPS 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 OF
ANY AREA SHOWN AS BEING WITHIN A FLOOD HAZARD AREA.
SURVEYORS CERTIFICATION
FLOOD NOTE
NOTES
S. 5th WEST AND
UNIVERSITY BLVD
REXBURG, ID 83440
STREET LOCATIONAREA
REXBURG MS 5th STAKE RE
W E
S
N
25'
SCALE: 1" = 50.0'
50'0 50'
BEGINNING AT A POINT THAT IS S00°16'30”E 264.04 FEET ALONG THE WEST
SECTION LINE OF SECTION 31 FROM THE WEST ¼ CORNER OF SECTION 31, T.6N.,
R.40E., B.M., CITY OF REXBURG, MADISON COUNTY, IDAHO; AND RUNNING
THENCE S89°40'10”E 165.11 FEET; THENCE S89°39'20”E 86.98 FEET; THENCE
N00°16'50”W 185.70 FEET; THENCE N80°43'00”E 316.81 FEET TO A POINT OF A
CURVE WITH A RADIUS OF 1335.00 FEET AND A CHORD THAT BEARS
N84°43'02”E 185.91 FEET, THENCE TO THE RIGHT ALONG SAID CURVE 186.06
FEET THRU A CENTRAL ANGLE OF 07°59'07”; THENCE S00°16'30”E 304.50 FEET
TO A POINT OF A CURVE WITH A RADIUS OF 1141.52 FEET AND A CHORD THAT
BEARS S15°32'02”W 330.92 FEET, THENCE TO THE LEFT ALONG SAID CURVE
332.08 FEET THRU A CENTRAL ANGLE OF 16°40'05”; THENCE S89°43'30”W
330.00 FEET; N00°16'30”W 132.00 FEET; THENCE S89°43'30”W 330.00 FEET TO A
POINT ON THE WEST SECTION LINE OF SAID SECTION; THENCE ALONG SAID
SECTION LINE N00°16'30”W 242.07 FEET TO THE POINT OF
BEGINNING,CONTAINING 7.569 ACRES.
LEGAL DESCRIPTION
LEGEND
ELEV.ELEVATION
FF FINISHED FLOOR
INV INVERT
O.C.ON CENTER
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
FL FLOW LINE OF CURB
MH MANHOLE
IR IRON ROD
BLDG BUILDING
WV WATER VALVE
WM WATER METER
CB CATCH BASIN
EO EDGE OF OIL
P.U.E.PUBLIC UTILITY EASEMENT
X EXISTING
GVL EDGE OF GRAVEL
BTM BOTTOM
ABBREVIATIONS
ZONING
EXISTING ZONING:
UNIVERSITY DISTRICT
PROJECT
LOCATION
5t
h
W
ALL REFERENCES RELATING TO THE TRACT AND ARE UNPLOTTABLE APPEAR
BELOW:
FIRST AMERICAN TITLE COMMITMENT NO. 661230-RX DATED NOVEMBER 14,
2017;
8. LEASE WATER RIGHT AGREEMENT UPON THE TERMS, CONDITIONS AND
PROVISIONS CONTAINED THEREIN:
PARTIES: BRIGHAM YOUNG UNIVERSITY- IDAHO AND CITY OF REXBURG
RECORDED MAY 19, 2011 INSTRUMENT No. 368224
AGREEMENT TO EXTEND LEASE OF WATER RIGHT RECORDED NOVEMBER 12,
2015 AS INSTRUMENT No. 398837.
SCHEDULE B - SECTION TWO EXCEPTIONS
P.O.B.POINT OF BEGINNING
ROADWAY CENTERLINE
SECTION LINE
BOUNDARY
PARCEL
FENCE
EXISTING OVERHEAD
POWER LINE
EXISTING GAS LINE
EXISTING TELEPHONE LINE
EXISTING CABLE TV LINE
EXISTING UNDERGROUND POWER
EXISTING SANITARY SEWER
EXISTING WATER MAIN
EXISTING POWER POLE
EXISTING GAS MARKER
EXISTING CATCH BASIN
TEST HOLE
EXISTING MANHOLE
EXISTING ELECTRICAL BOX
FOUND MONUMENTS AS NOTED
SIGN AS NOTED
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING LIGHT POLE
EXISTING TREE
SECTION CORNER
AS NOTED
BOUNDARY CORNER
UP
SS
W
W 1/4 COR
SEC 31
T.6N., R.40E., B.M.
FND 3" MON IN WELL P.L.S.#3020
THOMAS A
N
D
C
H
A
R
L
O
T
T
E
E
R
I
K
S
O
N
UNIVERSITY BLVD
15. THE SUBJECT PROPERTIES HAVE ACCESS TO AND FROM A DULY DEDICATED
AND ACCEPTED PUBLIC STREET KNOWN S. 5th WEST AND UNIVERSITY BLVD.
16. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A
MATHEMATICALLY CLOSED FIGURE.
17. INSURANCE HELD POLICY BY EAGLE ROCK ENGINEERING IN THE AMOUNT OF
1,000,000 DOLLARS.
18. THE UNDERSIGNED HAS RECEIVED AND EXAMINED A COPY OF FIRST
AMERICAN TITLE COMMITMENT NO. 661230--RX DATED NOVEMBER 14, 2017;
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.
THIS SURVEY IS CERTIFIED TO THE FOLLOWING ENTITY;
BRIGHAM YOUNG UNIVERSITY - IDAHO, A UTAH NONPROFIT CORPORATION
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE 2016 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,
6(A),6(B), 7(A), 7(C), 8, 11, 13, 16, 18 AND 19 OF TABLE A THEREOF. THE FIELD
WORK WAS COMPLETED ON APRIL 5, 2022.
CERT. NO. 9369
VICINITY MAP
HW
Y
2
0
W 7th S
POLELINE RD
YE
L
L
O
W
S
T
O
N
E
H
W
Y
S
5
t
h
W
UNIVERSITY BLVD
CEN COR, SEC 31
T.6N., R.40E., B.M.
JAMES WI
N
N
DELOY AN
D
V
I
O
L
A
W
A
R
D
EDEN APT
S
L
L
C
MY NOJO L
L
C
SECTION LINE
7.569 ACRES
7.569 ACRES
SE
C
T
I
O
N
L
I
N
E
BA
S
I
S
O
F
B
E
A
R
I
N
G
2
6
4
.
0
4
'
P.O.B.
CITY OF RE
X
B
U
R
G