HomeMy WebLinkAboutC300C Apts East Rev 02-19-2013 (2)01
3
W
H
U)
O
O
ImU
0
U
E
Q
wU O
00
O
O
W N
O N
O , -
N L U
=0 Q�
U W m
z
O�
0 � [-- 0
0 <1
-i on
a�
U
well
A
m
C)
0
M
U
W
W
2
Cn
W
W
Cn
9
Pei
�%EENER�N
0C 2
BL
M
7
on
5
4
A
P/
per / pell /e
�St
200
0,76 ent
777
lei
7
on
5
4
3
PLAN NOTES
H1 6" CURB AND GUTTER.
H2 ROLL CURB
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
B1 DUMPSTER ENCLOSURE.
B2 CANOPY /PORTE COCHERE /AWNING.
B3 CONCRETE STOOP.
64 WALL LIGHT.
Al BOLLARD.
A2 LIGHT POLE AND BASE.
A3 BIKE RACK.
SIGNAGE & MARKINGS
S1 SIGN LOCATION.
S2 ADA PARKING SPACE.
S3 STOP SIGN.
S4 NO PARKING FIRE LANE.
S5 DO NOT ENTER.
S6 NO PARKING FIRE LANE SIGNAGE.
S7 PAINTED 4° WHITE SOLID LINES (NP).
S8 PAINTED PARKING ISLAND.
S9 24" PAINTED WHITE STOP BAR.
S10 PAINTED WHITE DIRECTIONAL TRAFFIC ARROWS.
S11 THERMOSPLASTIC WHITE SOLID LINE.
Q
(TYPE 6):
PAVEMENT
C)
BUILDING #2
(COACH):
O
P1
N HEAVY DU ASPHALT PAVING.
(TYPE 6):
15,294 S.F.
±
UP2
(COACH):
LIGHT DUN ASPHALT PAVING.
wP3
BUILDING #5
EDGE OF ASPHALT PAVING WITH THICKENED EDGE.
15,294 S.F.
±
BUILDING #6
W
P4
RIGHT -OF -WAY ASPHALT OR CONCRETE PAVING.
BUILDING #7
(TYPE 1 A):
4,555 S.F.
f
P5
HEAVY DUN CONCRETE WITH 1' CHAMFERED CORNERS.
W
P6
LIGHT DUN CONCRETE.
LLI
4,555 S.F.
±
BUILDING #10
(DUPLEX):
1,681 S.F.
(n
P7
STORM INLET WITH CONCRETE APRON.
1,681 S.F.
P8
MATCH EXISTING PAVEMENT.
(TYPE 1):
P9
PEDESTRIAN CROSSWALK.
BUILDING SQUARE 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.
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 #11
(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.
±
TOC = TOP OF CURB
TOTAL:
1 13, 452 S.F. ±
3
2
0
LEGEND
O
00
w
o
;
�
4) (y
w
Q
FMB = MAILBOX
o
�
z
= EXIST. LIGHT
cd
c
c
w
0
0 BOL = EXIST. BOLLARD
E-' r
W w
0 GP = GATE POST
U
LO
N
FZ = TRANSFORMER
Z O CD
'-' 0O 1%0
Z
x
\
fl-D O
-- - = RIGHT -OF -WAY LINE
U�
a
ROW = RIGHT-OF-WAY
O
Q
Q
o
Q
= DRAINAGE FLOW ARROW
p
w
F.F.E. = FINISH FLOOR ELEVATION
Z c
INC
�
TC = TOP OF (MANHOLE / INLET) CASTING
0
00 00
x
INV = INVERT (BOTTOM) ELEVATION OF (PIPE)
p ,�
U
m w
Z
STR. = STRUCTURE
,M
SSD = SUB - SURFACE DRAINAGE
O
cn 000 M
TOC = TOP OF CURB
Q N
GUT = GUTTER
TBM = TEMPORARY BENCHMARK
xx = PARKING COUNT
60% = ADA PARKING
BSL = BUILDING SETBACK
ESMT = EAS M E NT
D&UE = DRAINAGE AND UTILITY EASMENTS
i
�
U
c
W
-
!E
UQ
i
GENERAL NOTES
.c
CU
0
1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE
U)
73
AND CONNECTED TO NEW STORM SEWER AND POSITIVE
MEN
CU
CU
DRAINAGE PRESERVED.
0
J
J
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 -Q 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_
8. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
9. LOT COVERAGE:
10. * - DENOTES LOCATION OF ADA RAMP.
gum
11. ALL SIDEWALKS ARE TO BE CONSTRUCTED A MINIMUM OF 5 FOOT
WIDE. w
co
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY r�
- NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY �
SCALE ON FLOOD INSURANCE RATE MAP #18057CO207F, DATED z W
FEBRUARY 19, 2003. O w
0,
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE W
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
ONE FOOT OF THE PROPOSED R /W. �.SH�E�
\ \\ ••••••••••••• • O ��/
\ s
,\ �!,.•• GIST ER•• , , ��.
:
>. N p ,
E10 3 *=
PLAN NOTE _,p _
BOUNDARY SURVEY INFORMATION SHOWN HEREON FROM ALTA ACSM LAND TITLE •; ST T F
0
SURVEY PREPARED BY WEIHE ENGINEERS, DATED JULY 15, 2011 •'•� j Np,
• • •
iii .• � A . \
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.
D
JAMES E. SHIELDS JR. P.E. 10201333
q
O
W
O
0
A �
SHEET NO.
Q)
ry
U
c�
0o
ZO
o
;
�
w
O
o
�
W
LL-
Q w
Q Li
c
c
w
0
E-' r
W w
W�
LO
N
Z O CD
Z
Z
x
\
fl-D O
C U
U�
W
F O
a
Q
Q
o
Q
Q
�
V)
w
111�
0.,
U
m w
0
W �
Q N
11. ALL SIDEWALKS ARE TO BE CONSTRUCTED A MINIMUM OF 5 FOOT
WIDE. w
co
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY r�
- NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY �
SCALE ON FLOOD INSURANCE RATE MAP #18057CO207F, DATED z W
FEBRUARY 19, 2003. O w
0,
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE W
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
ONE FOOT OF THE PROPOSED R /W. �.SH�E�
\ \\ ••••••••••••• • O ��/
\ s
,\ �!,.•• GIST ER•• , , ��.
:
>. N p ,
E10 3 *=
PLAN NOTE _,p _
BOUNDARY SURVEY INFORMATION SHOWN HEREON FROM ALTA ACSM LAND TITLE •; ST T F
0
SURVEY PREPARED BY WEIHE ENGINEERS, DATED JULY 15, 2011 •'•� j Np,
• • •
iii .• � A . \
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.
D
JAMES E. SHIELDS JR. P.E. 10201333
q
O
W
O
0
A �
SHEET NO.
Q)
ry
U
C300
PROJECT N0.
Wll-0381
d
d
o
�
0
d
M
I�
E►4
�I
I
�2
�I
w
o
U
cl-
O
�
o
�
�
� o
111�
0.,
C300
PROJECT N0.
Wll-0381