HomeMy WebLinkAboutC300D Retirement Rev 02-19-2013 (2)01
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PLAN NOTES
HARDSCAPE
H1 6" CURB AND GUTTER.
H3 TAPER CURB WITHIN 3 FEET.
H4 MATCH EXISTING CURB.
H5 INTEGRAL WALK AND CURB.
H6 ADA ACCESSIBLE RAMP.
H7 EX. MULTI —USE PATH.
H8 PAVEMENT FLUSH WITH SIDEWALK.
H9 CONCRETE SIDEWALK.
10 CONCRETE PARKING BARRIER.
H11 RETAINING WALL PER GRADES SHOWN ON SHEET C103.
1� TRANSFORMER PAD LOCATION.
BUILDING ACCESSORIES
61 DUMPSTER AND GENERATOR ENCLOSURE.
82 CANOPY /PORTE COCHERE /AWNING.
B3 CONCRETE STOOP.
B4 WALL LIGHT.
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PLAN NOTES
LEGEND
PLAN NOTES
/ TOTAL UNITS:
ACCESSORIES
N/IRR� R3F
F�UND
PAVEMENT
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BOLLARD.
P1
HEAVY DUN ASPHALT PAVING.
OLIGHT
POLE AND BASE.
P2
LIGHT DUN ASPHALT PAVING.
A3
BIKE RACK.
P3
EDGE OF ASPHALT PAVING WITH THICKENED EDGE.
A5
BOLLARD LIGHT.
P4
RIGHT —OF —WAY ASPHALT OR CONCRETE PAVING.
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ROW
P5
HEAVY DUN CONCRETE WITH 1' CHAMFERED CORNERS.
MEN
SIGNAGE & MARKINGS
P6
LIGHT DUN CONCRETE.
S1
APPROXIMATE SIGN LOCATION.
P7
STORM INLET WITH CONCRETE APRON.
S2
ADA PARKING SPACE.
= INVERT (BOTTOM) ELEVATION OF (PIPE)
S3
STOP SIGN.
P8
MATCH EXISTING PAVEMENT.
S4
NO PARKING FIRE LANE.
P9
PEDESTRIAN CROSSWALK.
S5
DO NOT ENTER.
= GUTTER
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S6
NO PARKING FIRE LANE SIGNAGE.
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S7
PAINTED 4° WHITE SOLID LINES (NP).
x
= ADA PARKING
S8
PAINTED PARKING ISLAND.
BUILDING SETBACK
S9
24" PAINTED WHITE STOP BAR.
D &UE
S10
PAINTED WHITE DIRECTIONAL TRAFFIC ARROWS.
S11
THERMOSPLASTIC WHITE SOLID LINE.
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6.74 ACRES f
LEGEND
78/,V OR �
/ TOTAL UNITS:
141 UNITS (20.9 UNITS /ACRE)
N/IRR� R3F
F�UND
FMB
= MAILBOX
�N M
4�
= EXIST. LIGHT
TOTAL SPACES:
Q BOL
= EXIST. BOLLARD
0.68:1.0 P.S. /UNIT
0 GP
= GATE POST
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= TRANSFORMER
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= RIGHT —OF —WAY LINE
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= RIGHT —OF —WAY
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DRAINAGE
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F.F.E.
_ INASH FLOOR ELEVATION
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= TOP OF (MANHOLE / INLET) CASTING
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= INVERT (BOTTOM) ELEVATION OF (PIPE)
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= STRUCTURE
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SUB — SURFACE DRAINAGE
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TOP OF CURB
GUT
= GUTTER
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TEMPORARY
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BUILDING SETBACK
ESMT
EAS M ENT
D &UE
— DRAINAGE AND UTILITY EASMENT
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Regulated Drain
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/ TOTAL ACREAGE:
6.74 ACRES f
TOTAL IMPERVIOUS:
3.35 ACRES t (50% OF TOTAL)
/ TOTAL UNITS:
141 UNITS (20.9 UNITS /ACRE)
GARAGE PARKING:
12 SPACES
/ PARKING SPACES:
82 SPACES
A.D.A. PARKING SPACES:
2 SPACES
TOTAL SPACES:
96 SPACES
PARKING TO UNIT RATIO:
0.68:1.0 P.S. /UNIT
BICYCLE PARKING REQUIRED:4
SPACES
3
2
GENERAL NOTES
1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE
REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE
DRAINAGE PRESERVED.
2. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY
SIDEWALK /PATH INTERSECTS ANY DRIVE.
3. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL
HANCOR HI-0 OR EQUIVALENT.
4. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED IN THE PUBLIC RIGHT OF WAY.
5. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX
EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR
ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE PUBLIC
RIGHT —OF —WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
6. ALL STREETS ARE TO BE PRIVATE STREETS.
7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
GENERAL NOTES
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8. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
9. LOT COVERAGE:
10. * — DENOTES LOCATION OF ADA RAMP.
11. ALL SIDEWALKS ARE TO BE CONSTRUCTED A MINIMUM OF 5 FOOT
WIDE.
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
— NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP #18057CO207F, DATED
FEBRUARY 19, 2003.
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF CSI
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN �1
ONE FOOT OF THE PROPOSED R /W.
PLAN NOTE p
BOUNDARY SURVEY INFORMATION SHOWN HEREON FROM ALTA /AGSM LAND TITLE
SURVEY PREPARED BY WEIHE ENGINEERS, DATED JULY 151 2011 �
SCALE: 1 " = 40'
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8. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
9. LOT COVERAGE:
10. * — DENOTES LOCATION OF ADA RAMP.
11. ALL SIDEWALKS ARE TO BE CONSTRUCTED A MINIMUM OF 5 FOOT
WIDE.
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
— NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP #18057CO207F, DATED
FEBRUARY 19, 2003.
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF CSI
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN �1
ONE FOOT OF THE PROPOSED R /W.
PLAN NOTE p
BOUNDARY SURVEY INFORMATION SHOWN HEREON FROM ALTA /AGSM LAND TITLE
SURVEY PREPARED BY WEIHE ENGINEERS, DATED JULY 151 2011 �
SCALE: 1 " = 40'
0 20 40 80
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PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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