HomeMy WebLinkAboutSPP010.00 S T 0 E P P E L W E R T H
-�- ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
phone: 317.849.5935 fax: 317.849.5942
CONTRACTOR SHALL BE REQUIRED TO CUT
THE LATERAL BACK 0.4' TO KEEP IT OUT
OF THE FOUNDATION
51.00
5'SW
SOD: 2,641± Sq. Ft.
SEEDING: N/A f Sq. Ft.
CONC. DRIVEWAY: 486 f Sq. Ft.
PRIVATE WALK: 118 f Sq. Ft.
PUBLIC WALK: 176± Sq. Ft.
LOT 56
THE GROVE AT THE LEGACY
SECTION TWO
INST. #2018030350
P.C. 5, SLIDE 852
JOB ID GLEG2.56
CONTROL#
86451 PYA
14249 JAMES DEAN DRIVE
CARMEL, IN 46033
1 to = 30'
LOT AREA: 4,624 Sq. Ft.
M.F.F.=757.2
M.L.A.G.=756.3
LEGEND:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D.
a0
15' D.&U.E. _
_
56.7
_
SANITARY SEWER
10.33
o w
MODEL= BERKELEY
17.67'
M¢
3/4" WATER CONNECTION
(SLAB) (LH)58.03
56.7
qGF�
SANITARY MANHOLE
�J
STORM MANHOLE
■
¢ v1
o
O
M
10.67'_o
10.3'
Z
w
:20
B.L.
0
u�
1 ov
�
ACCESS EASEMENT
3.83'
U
Or o
56.4
SEWER EASEMENT
M.F.F.
N
LOT 55 8AR.
r7.
o
�
VAR.
7.70
1.00
o N
0.33'
h
56.7
10o'±
N
N
6'S.C.
AS BUILT
MH 10' B.L.
CONC.
a613.33'
MH
724 10' D.U.&
S. .
722
T.C.= 757.23
T.C.= 756.30
AS BUILT
AS BUILT
�
ss.o 14•
5'SW 6.80 8.89
N
0.47 55.7
oJ
MES
DE55.41
M
R 1 VE
55.81D
5'SW
SOD: 2,641± Sq. Ft.
SEEDING: N/A f Sq. Ft.
CONC. DRIVEWAY: 486 f Sq. Ft.
PRIVATE WALK: 118 f Sq. Ft.
PUBLIC WALK: 176± Sq. Ft.
LOT 56
THE GROVE AT THE LEGACY
SECTION TWO
INST. #2018030350
P.C. 5, SLIDE 852
JOB ID GLEG2.56
CONTROL#
86451 PYA
14249 JAMES DEAN DRIVE
CARMEL, IN 46033
1 to = 30'
LOT AREA: 4,624 Sq. Ft.
M.F.F.=757.2
M.L.A.G.=756.3
LEGEND:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D.
_
_ SUB—SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W
WATER MAIN
W
3/4" WATER CONNECTION
° ° <
SWALE
•
SANITARY MANHOLE
�J
STORM MANHOLE
■
CURB INLET
FIRE HYDRANT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
B.L.
BUILDING LINE
L.M.A.E.
LANDSCAPE MAINTENANCE
ACCESS EASEMENT
D.U.&S.S.E.
DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
M.F.F.
MINIMUM FINISHED FLOOR
M.L.A. G.
MINIMUM LOWEST ADJACENT
GRADE
VAR.
VARIABLE
&�OEPP
...................
'
�G\STER
oQ QNo.
:80040474:
STATE OF
3U R\1`���,,•�
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
C.O.C. #2018032617, ALL UNDERGROUND SEWERS AND UTILITIES
2018045272, 2018013393 SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER. 02/26/19 JHS
ZONING: PUD
0' MINIMUM SIDE YARD
6' MINIMUM BETWEEN STRUCTURE BENCHMARK
6' MINIMUM REAR YARD TOP OF CASTING = 757.23 *Kwwarsbelow.
Call net= you dig.