HomeMy WebLinkAboutSPP1 - Richards 410 2nd Ave NE PG 140
'
R
/
W
2N
D
A
V
E
N
E
(
f
k
a
R
O
S
E
V
E
L
T
A
V
E
N
U
E
)
LOT 39
LOT 38
20.0'
12
.
7
'
8
.
5
'
19
.
2
'
19.8'
842
84384
1
8
4
0
83
9
5.
0
0
'
1 : 0 3
1 : 0 3
1
:
0
3
1
:
0
3
SITE PLAN
R.L.S. # LS20500017 DATE:
FOR: OLD TOWN DESIGN GROUP
BY: JD HALL LAND SURVEYING
803 S. OHIO STREET
SHERIDAN, INDIANA 46069
Ph: 317-696-3594
Fx: 317-758-5510
JOB NO: 18-091 SHEET 1 OF 3
LOT 39 C.W. WEIDLER'S SUBDIVISION
CARMEL, INDIANA
410 2ND AVE NE
LEGEND
SURFACE FLOW DIRECTION
(P) PLATTED DIMENSION
(M) MEASURED DIMENSION
SETBACKS SHOWN PER LOCAL ZONING REQUIREMENTS.
LOT COVERAGE IS APPROXIMATELY 41%
DRIVEWAY AREA = 360 SQ.FT.
EXISTING UTILITY HOOKUPS TO BE UTILIZED.
THERE ARE NO KNOWN EASEMENTS ON THIS LOT.
*SEE SHEET 2 FOR ADDITIONAL DETAILS & NOTES*
UNDERGROUND WATER LINE
OVERHEAD ELEC, CABLE, TELE
UNDERGROUND GAS LINE
SANITARY SEWER
16
.
5
'
R
/
W
A
L
L
E
Y
STORM DRAIN
PROPOSED DWELLING
FFE = 843.85
GAR = 842.00
BASE = 833.85
SUMP DISCHARGE
CONSTRUCTION ENTRY
MFPG=841.08
MLAG=841.08
EX
.
P
E
R
V
I
O
U
S
A
S
P
H
A
L
T
A
L
L
E
Y
EX
.
C
O
N
C
R
E
T
E
W
A
L
K
EX
.
C
U
R
B
SILT FENCE
5' SYS
5' SYS
4' WALK
835.6
835.6
PROPOSED ELEVATION
EXISTING ELEVATION
842.9
842.4
841.7
840.8
841.7
840.6
843.7
843.2
SILT FENCE
CW
CW
CONCRETE WASHOUT LOCATION
/27 6,=( ߰ 6) $&
ROOF DRAINS TO RELEASE ONTO SPLASH BLOCKS
NO CONSTRUCTION TRAFFIC ALLOWED UNTO ALLEY
PAVEMENT
ANY UTILITY CUTS IN THE ALLEY MUST BE REPAIRED
PER THE PERVIOUS ALLEY DETAIL PROVIDED.
WINDOW WELL
842.8
842.3
PO
R
C
H
PO
R
C
H
PO
R
C
H
WINDOW WELL
PROPOSED
DRIVE
YARD INLET
RIM = 840.08
YARD INLET
RIM = 839.40
07/31/18
William Hohlt