HomeMy WebLinkAbout19030116 Site PlanT.C.= 887.29
AS BUILT
MH
CC115
S T 0 E P P E L W E R T H
ALWAYSON
7965 East 106th Street, Fishers, IN 46038-2505
phone: 317.849.5935 fax: 317.849.5942
ALLEY
T.C.= 885.13
AS BUILT
JOB ID CLAYCRN.26
CONTROL# 86601 CAL
IMPERVIOUS LOT COVERAGE= 59.9%
BUILDING LOT COVERAGE= 44.4%
1570 JENSEN DRIVE
CARMEL, IN 46032
N
20' D U.&S.E. w w
, if
SEEDING:
MH
CC117
& EY N
CLAY CORNER
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD
S.S.D. _
216'±
M. F. P. G.
139'±
PRIVATE WALK:
_ DRNC•
2fB.30.75'
INST. #2018003354
PUBLIC WALK:
M. F. F. E.
STORM SEWER
P.C. #5, SLIDE #790
W
W
^ GAR.
88. 9
MINIMUM LOWEST ADJACENT
<
vi
o 889.57
MINIMUM REAR YARD TO THE PROPERTY
S�OEPpF''%,�
•
N
a
LINE AT CENTER OF ALLEY
P
1 " = 30'
7• 2' 10.00'
10' MINIMUM FRONT YARD
=,z :' No.
�J
aLOT
(PORCHES, STOOPS & PORTICOS
_
MAY = :80040474'
AREA: 6,400 Sq. Ft.
a
ENCROACH A MAXIMUM OF 3')
`. STATE OF —
PAL ss.s N PATIO
50% MAXIMUM LOT COVERAGE=.,�'/•.. /NpIANp •'
M.F.F.E.= 890.3
00 18.00'
�
M.F.P.G.= 886.92
} }
N
D.&U.E
M.L.A.G.= 888.1
00
CN
D.U.E.&S.E.
DRAINAGE UTILITY EASEMENT &
SEWER EASEMENT
MODEL=
Gw%� v/L dal
.100
87 9 PENNINGTON A
87.3
F.F.ELEV.= 890.37
(SLAB)
5.6' (BRICKWRAP)
5.6'
1 1
88.9 8 5.25'
16.75' ci
SOD LINE P RCH M
88 9
10' .L. � 16.75'
10' D.U.&S.E.
SOD
LINE
87.6 v�
� o
87.0
5'SW 50.00
W IWIW
----------------
JEN SEN
00
n,
87.36 86.73
DRIVE"
0
L0
5'SW
LEGEND:
FX—X.-X]PROPOSED GRADE PER PLAN
0 T 2
LOT
I
SEEDING:
XX.XAB AS BUILT
0
GRADE
CLAY CORNER
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD
S.S.D. _
_ SUB–SURFACE DRAIN
M. F. P. G.
DRAWINGS" FURNISHED BY ENGINEER.
PRIVATE WALK:
SANITARY SEWER
INST. #2018003354
PUBLIC WALK:
M. F. F. E.
STORM SEWER
P.C. #5, SLIDE #790
W
W
WATER MAIN
3/4" WATER CONNECTION
3' MINIMUM SIDE YARD
MINIMUM LOWEST ADJACENT
<
SWALE 24'
MINIMUM REAR YARD TO THE PROPERTY
S�OEPpF''%,�
•
SANITARY MANHOLE
LINE AT CENTER OF ALLEY
P
10' MINIMUM FRONT YARD
=,z :' No.
�J
STORM MANHOLE
(PORCHES, STOOPS & PORTICOS
_
MAY = :80040474'
ENCROACH A MAXIMUM OF 3')
`. STATE OF —
CURB INLET
50% MAXIMUM LOT COVERAGE=.,�'/•.. /NpIANp •'
FIRE HYDRANT
OQ',�'�
''�.,,� SURv
BENCHMARK
D.&U.E
DRAINAGE & UTILITY EASEMENT
TOP OF CASTING = 887.29
D.U.E.&S.E.
DRAINAGE UTILITY EASEMENT &
SEWER EASEMENT
SOD: 103± Sq. Yd.
Gw%� v/L dal
D.E.
DRAINAGE EASEMENT
SEEDING:
B.L.
BUILDING LINE
SEED IN EASEMENT:
D.U.&S.E.
DRAINAGE UTILITY & SEWER
CONC. DRIVEWAY:
M. F. P. G.
EASEMENT
MINIMUM FLOOD PROTECTION
PRIVATE WALK:
GRADE
PUBLIC WALK:
M. F. F. E.
MINIMUM FINISHED FLOOR
APRON:
ELEVATION
ADDITIONAL SOD:
M. L. A. G.
MINIMUM LOWEST ADJACENT
GRADE
TO REAR EASEMENT
1,643 f Sq. Ft.
336± Sq. Ft.
579 f Sq. Ft.
62 f Sq. Ft.
248± Sq. Ft.
N/A f Sq. Ft.
145 f Sq. Yd.
SIGNATURE: DATE:
SIGNATURE REPRESENTS CONIMRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
03/08/19 JDS
"t
whars.
Call before you dig.