HomeMy WebLinkAboutC300B Apts West Rev 02-19-2013 (2)3
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BUILDING SOUARE FOOTAGE CHART
BUILDING
#1
PLAN NOTES
LEGEND
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BUILDING
#2
(COACH):
1,496
S.F.
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#3
(TYPE 6):
15,294 S.F.
±
BUILDING
#4
(COACH):
1,496
HARDSCAPE
m MB = MAILBOX
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(TYPE 6):
H1
6" CURB AND GUTTER.
- EXIST. LIGHT
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(COACH):
1,496
S.F.
±
O gpL = EXIST. BOLLARD
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4,555
H2
ROLL CURB
O GP = GATE POST
#8
(TYPE 3):
6,642
S.F.
±
FZ = TRANSFORMER
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r-1 00 INC
4,555
H3
TAPER CURB WITHIN 3 FEET.
-- - = RIGHT -OF -WAY LINE
#10
(DUPLEX):
1,681
H4
MATCH EXISTING CURB.
ROW = RIGHT-OF-WAY
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1,681
S.F.
±
= DRAINAGE FLOW ARROW
#12
(TYPE 1):
4,555
H5
INTEGRAL WALK AND CURB.
F.F.E. = FINISH FLOOR ELEVATION
Z
INC N M
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4,555
H6
ADA ACCESSIBLE RAMP.
TC = TOP OF MANHOLE INLET CASTING
INV INVERT (BOTTOM) ELEVATION OF (PIPE)
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4,555
S.F.
±
=
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6,603
H7
EX. MULTI -USE PATH.
STR. - STRUCTURE
#16
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r--+ CD
6,603
S.F.
±
SSD = SUB - SURFACE DRAINAGE
#17
M 00 M Q'
9,457
S.F.
±
TOC = TOP OF CURB
#18
(CLUBHOUSE):
7,607
H8
PAVEMENT FLUSH WITH SIDEWALK.
GUT = GUTTER
TOTAL:
113,452 S.F.
±
TBM = TEMPORARY BENCHMARK
H9
CONCRETE SIDEWALK.
Ex = PARKING COUNT
H10 CONCRETE PARKING BARRIER. 60% = ADA PARKING
BSL = BUILDING SETBACK
H11
RETAINING WALL PER GRADES SHOWN ON SHEET C103.
ESMT = EASMENT
D &UE DRAINAGE AND UTILITY EASMENTS
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TRANSFORMER PAD LOCATION.
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BUILDING ACCESSORIES
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DUMPSTER ENCLOSURE.
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CANOPY PORTE COCHERE AWNING.
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CONCRETE STOOP.
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WALL LIGHT.
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GENERAL NOTES
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ACCESSORIES
1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE
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BOLLARD.
REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE
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LIGHT POLE AND BASE.
DRAINAGE PRESERVED.
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2. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY
A3
BIKE RACK.
SIDEWALK /PATH INTERSECTS ANY DRIVE.
A4
10' X 10' COVERED BIKE SHELTER.
3. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL
HANCOR HI -Q OR EQUIVALENT.
4. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
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SIGNAGE &MARKINGS
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE
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SIGN LOCATION.
NOT PERMITTED IN THE PUBLIC RIGHT OF WAY.
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ADA PARKING SPACE.
5. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX
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EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR
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STOP SIGN.
ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE PUBLIC
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RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
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NO PARKING FIRE LANE.
6. ALL STREETS ARE TO BE PRIVATE STREETS.
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DO NOT ENTER.
7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
NO PARKING FIRE LANE SIGNAGE.
APPROVED STORM WATER MANAGEMENT PERMIT.
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PAINTED 4 " WHITE SOLID LINES (TYP).
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PAINTED PARKING ISLAND.
GENERAL NOTES
S9
24" PAINTED WHITE STOP BAR.
8. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
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PAINTED WHITE DIRECTIONAL TRAFFIC ARROWS.
NOTED.
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THERMOSPLASTIC WHITE SOLID LINE.
9. LOT COVERAGE:
(y)
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10. * - DENOTES LOCATION OF ADA RAMP.
PAVEMENT
11. ALL SIDEWALKS ARE TO BE CONSTRUCTED A MINIMUM OF 5 FOOT
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P1
HEAVY DUTY ASPHALT PAVING.
WIDE.
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=
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LIGHT DUTY ASPHALT PAVING.
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
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ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
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EDGE OF ASPHALT PAVING WITH THICKENED EDGE.
- NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
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SCALE ON FLOOD INSURANCE RATE MAP #18057CO207F, DATED
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RIGHT -OF -WAY ASPHALT OR CONCRETE PAVING.
FEBRUARY 19, 2003.
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HEAVY DUTY CONCRETE WITH 1' CHAMFERED CORNERS.
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
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EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
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P6 LIGHT DUTY CONCRETE. THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
ONE FOOT OF THE PROPOSED R
/W.
�.SH�E�
P7
STORM INLET WITH CONCRETE APRON.
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MATCH EXISTING PAVEMENT.
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PEDESTRIAN CROSSWALK.
PLAN NOTE
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BOUNDARY SURVEY INFORMATION SHOWN HEREON FROM ALTA ACSM LAND TITLE
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SURVEY PREPARED BY WEIHE ENGINEERS, DATED JULY 15, 2011
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BUILDING SOUARE FOOTAGE CHART
BUILDING
#1
(TYPE 6):
15,294 S.F.
±
BUILDING
#2
(COACH):
1,496
S.F.
±
BUILDING
#3
(TYPE 6):
15,294 S.F.
±
BUILDING
#4
(COACH):
1,496
S.F.
±
BUILDING
#5
(TYPE 6):
15,294 S.F.
±
BUILDING
#6
(COACH):
1,496
S.F.
±
BUILDING
#7
(TYPE 1 A):
4,555
S.F.
±
BUILDING
#8
(TYPE 3):
6,642
S.F.
±
BUILDING
#9
(TYPE 1 A):
4,555
S.F.
±
BUILDING
#10
(DUPLEX):
1,681
S.F.
±
BUILDING
#1 1
(DUPLEX):
1,681
S.F.
±
BUILDING
#12
(TYPE 1):
4,555
S.F.
±
BUILDING
#13
(TYPE 1):
4,555
S.F.
±
BUILDING
#14
(TYPE 1):
4,555
S.F.
±
BUILDING
#15
(TYPE 5):
6,603
S.F.
±
BUILDING
#16
(TYPE 5):
6,603
S.F.
±
BUILDING
#17
(TYPE 4):
9,457
S.F.
±
BUILDING
#18
(CLUBHOUSE):
7,607
S.F.
±
TOTAL:
113,452 S.F.
±
3
BLOCK 2 DESIGN DATA
TOTAL ACREAGE: 12.82 ACRES ±
IMPERVIOUS ACREAGE: 7.90
IMPERVIOUS % = 62%
STUDIO UNITS: 40
ONE BEDROOM UNITS: 110
TWO BEDROOM UNITS: 106
THREE BEDROOM UNITS: 19
TOTAL UNITS: 235 UNITS (26.3 UNITS /ACRE)
GARAGE PARKING: 158 SPACES
PARKING SPACES: 223 SPACES
A.D.A. PARKING SPACES: 16 SPACES
TOTAL SPACES: 397 SPACES
PARKING TO UNIT RATIO: 1.5:1 P.S. /UNIT
SCALE: 1 " = 40'
0 20 40 80
2
Know what's below.
Call before you dig.
Within Indiana Call
817 or 800 - 382 -5544
24 Hours a Day, 7 Doys a Week.
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.
0
JAMES E. SHIELDS JR. P.E. 10201333
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SHEET NO.
C300B
PROJECT NO.
W11 -0381