HomeMy WebLinkAboutC3.0 DEVELOPMENT PLANWEST 96TH STREET
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S89°21'38"W 35.17'
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S88°36'48"W 69.75'
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FFE: 884.10
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
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WEST 96TH STREET
E(A)
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S88°35'34"W 197.58'
N20°16'06"W 14.58'
S89°21'38"W 35.17'
N
2
0
°
1
6
'
2
0
"
W
9
3
.
9
0
'
S86°41'16"W 1.51'
N
2
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°
0
9
'
1
2
"
W
1
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2
.
6
9
'
S
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'
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E
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0
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'
S88°36'48"W 69.75'
G
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GG
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FFE: 884.10
PROPOSED
BUILDING
SF: 1120
FFE: 884.10
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36.88'
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6.58'
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P1
P3
P2
P2
P4
P4
P4
P4
H1
H1H3
B1
B2
S1
S2
S4
S3
S3S3
P5
H1
H4
H2
H5
H2
H5
H2
H2
H2
H2
P3
H2
H2
H5
H4
R30.0
B3
P2
SITE PLAN NOTES
PAVEMENT
P1 BITUMINOUS PAVING FOR PARKING LOT (STANDARD DUTY
ASPHALT PAVEMENT SECTION) - 165#/SQ YD (1 1/2") BITUMINOUS
SURFACE OVER 275#/SQ YD (2 1/2") BITUMINOUS BINDER OVER 8"
COMPACTED AGGREGATE BASE #53 (100% STANDARD PROCTOR)
P2 CONCRETE SIDEWALK
P3 CONCRETE SIDEWALK RAMP WITH NON-SLIP SURFACE PER ADA
STANDARDS
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
8.33% MAXIMUM RUNNING SLOPE (7.75% RECOMMENDED)
P4 MATCH EXISTING PAVEMENT
P5 1.5" MILL AND OVERLAY
HARDSCAPE
H1 MATCH EXISTING CURB
H2 TAPER CURB IN 3'
H3 CONCRETE PARKING BARRIER
H4 PROPOSED CONCRETE CURB
H5 3' WIDE DEPRESSED CURB
BUILDING ACCESSORIES
(SEE ARCHITECTURAL PLANS FOR DETAILS)
B1 EXISTING MAIN BUILDING
B2 PROPOSED BUILDING ADDITION
B3 PROPOSED FENCE (GATE TO BE DETERMINED) (SEE DETAIL ON
SHEET C5.1)
SIGNAGE & MARKINGS
S1 BOLLARD MOUNTED VAN ACCESSIBLE PARKING SIGN
(MIN HEIGHT TO BOTTOM OF SIGN 66" ABOVE PAVEMENT)
S2 VAN ACCESSIBLE PARKING AISLE
S3 4" PAINTED YELLOW SOLID LINE
S4 4" PAINTED YELLOW SOLID LINE ISLAND
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Know what's below.
before you dig.Call
R
PROPOSED AREAS
TOTAL DISTURBED = 0.77 AC.
PERVIOUS = 0.17 AC.
IMPERVIOUS = 0.60 AC.
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
1.5" MILL AND OVERLAY
STANDARD DUTY ASPHALT
STONE
PAVEMENT