HomeMy WebLinkAboutD 260123 HomeDepot - Rex Preliminary Plat-Sheet 113
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APN:RP06N40E084803
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SDMH RIM:4880.59'
12"PVC IE-WST/STH:4876.92'
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BLOCK 1
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S.8
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W1/4 COR SEC 8
CP&F #404609
NOT A PART
50'
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U N P L A T T E D
1586 N 2nd E
IDAHO AG CREDIT FCLA
16TH LINE
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C1
27'36'
INGRESS/EGRESS EASEMENT
27'31'
INGRESS/EGRESS EASEMENT
20' UTILITY EASEMENT
36'
PUBLIC UTILITIES EASEMENT
NORTH INTERCHANGE DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF REXBURG AND THE CITY
OF SUGAR CITY, INST. No. 341858
80.58'
73
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SEE ENLARGEMENT 1
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C1/4 SEC 8 (BCP)
CP&F #404610
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C8
LENGTH
273.68'
254.99'
21.96'
199.45'
77.39'
211.17'
221.41'
RADIUS
322.00'
300.00'
260.50'
260.50'
339.50'
339.50'
260.50'
DELTA
48°41'55"
48°41'55"
4°49'50"
43°52'05"
13°03'40"
35°38'16"
48°41'55"
CHORD BEARING
N65°25'00"E
N65°25'00"E
S87°21'03"W
S63°00'05"W
S47°35'53"W
S71°56'50"W
S65°25'00"W
CHORD LENGTH
265.52'
247.38'
21.96'
194.61'
77.22'
207.78'
214.81'
R/
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NOT A PART
LOT 1 BLOCK 2
20'
SETBACK
R/W R/W
N45°21'26"E
9.97'
NOT A PART
12.50'
N00°14'02"W 9.91'
S89°45'58"W 203.71'
TETON RIVER TEMPLE ST.
62
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9
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Preliminary Plat
Home Depot Subdivision
Situate in the N1/2 of the SW 1/4 of Section 8,
Township 6 North, Range 40 East, Boise Meridian
Madison County, Idaho
2025
Vicinity Map:
PROJECT LOCATION
Project Contacts:
ROLE FIRM CONTACT
PROPERTY OWNER /
SUBDIVIDER
THE HOME DEPOT USA, INC.
2455 PACES FERRY RD.
ATLANTA, GA 30339
BARRY L. SIMMONS
KEITH KING
PLANNER
THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, IDAHO 83616
TAMARA THOMPSON
tamara@thelandgroupinc.com
(208) 939-4041
CIVIL ENGINEER
THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, IDAHO 83616
JASON DENSMER, PE
jason@thelandgroupinc.com
(208) 939-4041
SURVEYOR
THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, IDAHO 83616
MIKE FEMENIA, PLS
mfemenia@thelandgroupinc.com
(208) 939-4041
Project Summary:
EXISTING ZONING:TAG (TRANSITIONAL AGRICULTURE ZONE)
PROPOSED ZONING:C (COMMERCIAL ZONE)
TOTAL PROJECT AREA: 40.00±AC
PROPOSED LAND USES:LOTS ACRES (% OF TOTAL)
COMMERCIAL 6 37.39±AC (93.47%)
R/W (PROPOSED)2.61±AC (6.53%)
TOTAL 6 40.00±AC (100%)
PARKING CODE:4 SPACES PER 1,000 GROSS FLO0R AREA
9' x 20' DIMENSIONS
DRIVEWAYS:24' WIDE MIN.
FLOODPLAIN:THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED FLOOD HAZARD AREA.
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Preliminary Plat
November 21, 2025
124082
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Home Depot Subdivision
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
EG
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Legend:
TP
Horizontal Scale:
0 60'120'
1" = 60'
Preliminary Plat
1
P.02
3
P.02
N
2
n
d
E
MOODY RD.
FOUND BRASS CAP MONUMENT (BCP)
FOUND ALUMINUM CAP MONUMENT (ALC)
FOUND 1/2" REBAR, AS SHOWN
TEMPORARY BENCHMARK
CALCULATED POINT, NOTHING FOUND OR SET
WATER VALVE
FIRE HYDRANT
STORM DRAIN MANHOLE
RECTANGULAR INLET
WOODEN POWER POLE
STEEL POWER POLE
GUY WIRE
ELECTRIC BOX
ELECTRIC METER
ELECTRICAL TRANSFORMER
TEST PIT
SIGN
PARCEL BOUNDARY LINE
ADJACENT PROPERTY LINE
PROPOSED PROPERTY LINE
TIE LINE
SECTION LINE
ROADWAY CENTERLINE
EASEMENT LINE
EDGE OF GRAVEL
EDGE OF PAVEMENT
FENCE LINE
RIGHT-OF-WAY LINE
STORM DRAIN LINE
WATER LINE
TOP OF DITCH
BOTTOM OF DITCH
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
UNDERGROUND TELEPHONE LINE
FIBER OPTICS LINE
CONCRETE AREA
CURB AND GUTTER
EXISTING BUILDING
EXISTING GROUND CONTOUR
OHP
TOE
TOP
W
SD
R/W
X X X X X
·TBM #1
DESCRIPTION: TLG CONTROL POINT #10.
5/8" REBAR LOCATED NEAR THE SW CORNER AT THE INTERSECTION
OF TETON RIVER TEMPLE STREET AND N 2nd E.
ELEVATION: 4880.53'
NORTHING: 799272.583'
EASTING: 758655.883'
·TBM #2
DESCRIPTION: TLG CONTROL POINT #11.
5/8" REBAR LOCATED NEAR TOE OF SLOPE LOCATED NEAR THE NW
CORNER OF THE PROJECT SITE.
ELEVATION: 4883.22'
NORTHING: 800433.709'
EASTING: 758792.750'
·TBM #3
DESCRIPTION: TLG CONTROL POINT #12.
5/8" REBAR LOCATED NEAR TOP OF BANK TETON ISLAND CANAL.
ELEVATION: 4883.69'
NORTHING: 800350.721'
EASTING: 760070.696'
Benchmarks:
1.VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1983
(NAVD83)
2.THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE
IDAHO STATE PLANE COORDINATES SYSTEM (NAD88), WEST
ZONE, AS DETERMINED BY GLOBAL POSITIONING SYSTEMS
METHODS. ANY DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES IN U.S. SURVEY FEET.
TBM #1
TBM #2 TBM #3
2
P.02
S1/16 COR SEC 8
Enlagement - 1
NTS
Enlagement - 2
NTS