HomeMy WebLinkAboutSITE PLANS - 02-00065 - Bowen Student Housing - Remodelr� I
N 90 00 00 N 198.00'
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CONSTRUCTION - TYPE V -N
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CONSTRUCTION - TYPE V -N
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5' SI08IALX
ONEFIR£ WALLS BETWEEN EACH VERTICAL
DWELLING UNIT.
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SIDES -6 FT MIN
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PARKING.
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ADJOINING PROPERTY LINE, 5 FT
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N 90 00 00 E 106.00'
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X19.50' ROM
TOTAL AREA : 0.48 ACRES = 21135 SF
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ASPHALT h BUlLO1NC = 8500 SF
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NATER RETENSION - NOT REQ'D
130'-0•
3 PLEX with LAUNDRY
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SEWER MANNOLB EXISTING HOUSE
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NATER RETENSION AREA
BOWEN APARTMENTS SITE PLAN
BEGINING ATA POINTY I RODS SOUTH OF THE NORTHWEST CORNER OF LOT 2 IN BLOCK 45 OF
THE ORIGINAL REXBURG TOWNSITE, MADISON COUNTY, IDAHO, AS PER THE RECORDED PLAT
N 90 00 00 E 92.00'
THEREOF AND RUNNING THENCE EAST 12 RODS, THENCE SOUTH 9 RODS; THENCE NEST 12
RODS; THENCE NORTH 9 RODS TO THE POINT OF BEGINNING.
LESS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2 BLOCK 45 OF THE ORIGINAL REXBURG
TOWNSITE, MADISON COUNTY, IDAHO, AS PER THE RECORDED PLAT THEREOF AND RUNNING
THENCE EAST 106.00 FEET; THENCE NORTH 78.00 FEET; THENCE NEST 106.00 FEET; THENCE
SOUTH 78.00 FEET TO THE POINT OF BEGINNING.
0.48 ACRES MORE OR LESS
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Scale I• = 20'-0'
CONSTRUCTION NOTES:
1. 2' WATERLINE - CLASS 51 DUCTILE IRON.
2. 6' SEWER LINE - ABS
S. ALL CONSTRUCTION TO COMPLY WITH
REXBURG CITY STANDARDS.
4. APPROACHES SHALL BE 6• THICKAND
REINFORCED PER REXBURG CITY STD.
5. REINFORCE CURB AND GUTTER AT
APPROACHES AS REQ'D BY REXBURG CITY
STDS.
6. SEE SHEET C2 FOR CURB AND CUTTER
DETAILS.
7. ALL PAVED AREAS SHALL BE SLOPED 2%
FOR DRAINAGE.
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BUILDING
2 STORIES - 7200 SF/6300 SF LIVING
CONSTRUCTION - TYPE V -N
NO FIRE SPRINKLER SYSTEM
ONEFIR£ WALLS BETWEEN EACH VERTICAL
DWELLING UNIT.
4. SETBACKS REQUIRED:
0
20'-0•
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FRONT - 25 FT
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SIDES -6 FT MIN
REAR - 20 FT
PARKING.
STREET ROW: IO FT
ADJOINING PROPERTY LINE, 5 FT
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FRONT 0£ BLDG: 5 FT
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TOTAL AREA : 0.48 ACRES = 21135 SF
2
ASPHALT h BUlLO1NC = 8500 SF
A& qW
LANDSCAPING - 13093 SF = 62%
NATER RETENSION - NOT REQ'D
CONSTRUCTION NOTES:
1. 2' WATERLINE - CLASS 51 DUCTILE IRON.
2. 6' SEWER LINE - ABS
S. ALL CONSTRUCTION TO COMPLY WITH
REXBURG CITY STANDARDS.
4. APPROACHES SHALL BE 6• THICKAND
REINFORCED PER REXBURG CITY STD.
5. REINFORCE CURB AND GUTTER AT
APPROACHES AS REQ'D BY REXBURG CITY
STDS.
6. SEE SHEET C2 FOR CURB AND CUTTER
DETAILS.
7. ALL PAVED AREAS SHALL BE SLOPED 2%
FOR DRAINAGE.
Inn &..;ae b 1. M4
acauaa am cucioma oary
em a w1 is ba la,am m
Inavi.Aeaul IN
um o/ D -'n
mlanga10