HomeMy WebLinkAboutSITE PLAN REVISIONS 7-24-17 - 17-00272 - 525 Handcart Ln - Savoye Apartments LLCrl
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PROPERTY UNE
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EXISTING FENCE
PROPERTY UNE-
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FUTURE
DEVELOPMENT
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LANDSCAPE
13,013
LANDS
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SNOWSTORAOESOFT
12,887
20%
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E ULAR PARKING STALLS
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BUILDING
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20' 24'
63'
27.55'
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LANDSCAPE
26.67'
7 REGULAR PARKING STALLS
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LANDSCAPE AND SNOW STORAGE
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CONSTRUCTION NOTES:
1- DIMENSIONS TO, OR COORDINATES
FOR, MANHOLES, PIPELINES, ETC, ARE
TO CENTERLINE UNLESS OTHERWISE
NOTED.
------------- 2- ELEVATIONS SHOWN ARE TO FINISHED
SURFACE OR PIPE INVERT
UNLESS OTHERWISE
NOTED.
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8- CONTRACTOR SHALL PROVIDE ANY
I GROUNDWATER DEWATERING TO
CONSTRUCT THIS PROJECT.
KEYED NOTES:
0.50'
1 DUAL TRASH ENCLOSURE PER CITY
OF REXBURG STANDARDS.
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!L 2 CONCRETE DRIVEWAY APPROACH
PER ISPWC STANDART DRAWING
SD -710.
3 PEDESTRIAN RAMP PER ISPWC
STANDARD DRAWING SD -712A.
4 REVERSED CURB AND GUTTER PER
DETAIL 1/C100.
5 VALLEY GUTTER PER ISPWC
STANDARD DRAWING SD -708.
7 LIGHT POLE.
8 ELECTRICAL TRANSFORMER.
ABBREVIATIONS:
FF ....................... FINISHED FLOOR
FL ....................... FLOWLINE
IE ........................ INVERT ELEVATION
TBC .................... TOP BACK OF CURB
TA ....................... TOP OF ASPHALT
Na I SW-------- SIDEWALK
LANDSCAPE I
ANDSNOW
` LANDSCAPE AND /
I \ SNO+W STORAGE
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STORAGE
PROPERTY UNE
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1.51
PARKING S3 102
ROOFSO FT
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PROPERTY UNE
ADA 4 4
LANDSCAPING SO Fr
13,013
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SNOWSTORAOESOFT
12,887
20%
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HANDCART LANE
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MIN SLOPE: NORMAL CROSS
SLOPE MAX SLOPE: i'/FT
1/2"R
2'R.
SLOPE
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PARKING USE
LAND USE
ED
REQUIRED PARMNO
STALLS
TOTAL ACRES
1.51
PARKING S3 102
ROOFSO FT
S,840
6%
ADA 4 4
LANDSCAPING SO Fr
13,013
20%
HAROSCAPE SO FT 47,327
72%
TOTAL ST 106
SNOWSTORAOESOFT
12,887
20%
TACK COAT
REVERSED CURB AND GUTTER E
SCALE:NTS
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GRAPHIC SCALE
0' 10' 20' 40' 60'
Scale: 1'=20'
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ATTENTION C100
LINE IS 21NCHE5 DTE:
ULL SIZE
tlFNor7 FL [SIZOlxsLn I MAY 2017
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FUTURE
DEVELOPMENT
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KEYED NOTES:
1
CATCH BASIN PER ISPWC STANDARD
DRAWING SD -603.
2
TIE NEW 12" STORM DRAIN PIPE INTO
EXISTING CATCH BASIN.
FF ....................... FINISHED FLOOR
FL ....................... FLOW LINE
4' ROOF
TSC .................... TOP BACK OF CURB
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TA ....................... TOP OF ASPHALT
ORAIN PIPE
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BUILDING
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GRAPHIC SCALE
0' 10' 20' 40' 60'
Scale: 1"=20'
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KEYED NOTES:
1
CATCH BASIN PER ISPWC STANDARD
DRAWING SD -603.
2
TIE NEW 12" STORM DRAIN PIPE INTO
EXISTING CATCH BASIN.
FF ....................... FINISHED FLOOR
FL ....................... FLOW LINE
IE ........................ INVERT ELEVATION
TSC .................... TOP BACK OF CURB
TA ....................... TOP OF ASPHALT
SW--------- SIDEWALK
ATTENTION
LINEIS 21NCHES
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