HomeMy WebLinkAboutSPPSTOEPPELWERTH
ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
phone: 317.849.5935 fax: 317.849.5942
CONTRACTOR SHALL CUT 14.1' OFF OF LATERAL AN
BEGIN FROM THAT POINT AND CONNECT TO HOUSE
FOLLOWING PLOT PLAN.
ESTABLISHED DRAINAGE EASEMENT
WITH EROSION CONTROL IN PLACE.
DO NOT DISTURB.
BLOCK AA
04.6 COMMON AREA
D.U.&S.E.
oo 84.38o _
°°`�
15' D..&U.E. _
SEED TO HERE
co
08.9 - 18.00' 0 08.9
JOB ID SANC6.200
0NCONTROL#
82124 RYAN
LOT 200
THE SANCTUARY AT
116TH STREET
SECTION SIX
INST #2015002856
P.C. #5 SLIDE #306
4450 EAGLERIDGE LANE
ZIONSVILLE, IN 46077
1 of = 30'
LOT AREA: 9,333 Sq. Ft.
M.L.A.G.=908.2
M.F.P.G.=908.2
M.F.F.= 909.20
2'X4.67
21.00' KVVM 13.00' co
F.P.
MODEL=LANDON K
F.F.ELEV.= 910.77BSMT.=
901.91 0T.O.W.=
909.57(VERSION
02)
LOT201 ^(RH)PROP.
qO.3'
HSE
�AR.
SOD LINE o 0
13.00p 8'00 0
01'
20.6'
POR 11.00' 20.00'10.1 SOD LINE
=
6,•
APPROX. 40.8' FROM FO -8.9 Sc S 08.9
TAP TO HOUSE
07.6
0
2 ' B.S.L.
20 D.
.&S.E. —
68'±
CON C.
/y V DRIVE 70'
20.0' T.C.= 908.40±
07.3
ALL UNDERGROUND SEWERS AND UTILITIES
5'SW
67.75
SHOWN ARE PLOTTED BY SCALE FROM
0 07.7
DESIGN PLANS FURNISHED BY ENGINEER
o Od
THE ACTUAL FIELD LOCATION MAY VARY.
T.C.= 906.77±
BENCHMARK
EAGLERIDG
0 07.50
TOP OF CURB = 807.50
M
07.12 ANE
00
SOD: 199 ± Sq. Yd.
`n
SEEDING: 3,478 ± Sq. Ft.
CONC. DRIVEWAY: 836 ± Sq. Ft.
W W PRIVATE WALK: 25± Sq. Ft.
PUBLIC WALK: 308 ± Sq. Ft.
5'SW
APRON: 284± Sq. Ft.
WIDTH: 52.00'
DEPTH: 52.00'
LEGEND:
,,, cjOEPp
''moi
XX.X PROPOSED
GRADE PER PLAN
``�� ,. ................`�
.�
`. C? A
;•Q� \STE FO
XB AS BUILT GRADE
` �NQ
:��
= : NO _
S.S.D.
_ _ SUB—SURFACE DRAIN
:80040474::
: 80040474:
SANITARY SEWER
—_
STORM SEWER
_—
STATE OF
W
WATER MAIN
zNDIANP �•o $
W
3/4" WATER CONNECTION
��-9
i���/�jO'••...........•!_ 1
000<_
SWALE
•
SANITARY MANHOLE
J
STORM MANHOLE
-
NOTE: THIS DRAWING IS NOT INTENDED TO BE
■
CURB INLET
ZONINGS-1/RESIDENCE - ROSO III WITH WAIVERS
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
FIRE HYDRANT
25 MINIMUM FRONT YARD (GARAGE)
0' MINIMUM SIDE YARD
SURVEYOR LOCATION REPORT.
6 MINIMUM BETWEEN STRUCTURE
2ND REV CHK HSE MODEL
K2/28 9 MKV
.
END SECTION
0' MINIMUM REAR YARD
1St R4 CHG HSE MODEL
NOTE: SIDE/REAR SETBACKS & MINIMUM
03/31/18 CRV
D.&U.E.
DRAINAGE & UTILITY EASEMENTBUILDING
SEPARATION SHALL BE INCREASED
1/30/18 JCS
TT.0.W.
TTOPDOFGWALLBACK LINE
BY ONE (1) FOOT FOR EACH ADDITIONAL (1) FOOT
D.0&S.E.
DRAINAGE UTILITY & SANITARY
A STRUCTURE IS RAISED ABOVE THE TWENTY-FIVE
a
EASEMENT
(25) FOOT HEIGHT STANDARD- WITH NO STRUCTURE
EXCEEDING THIRTY-FIVE (35) FEET IN HEIGHT
I�wwhambelum
Call before you dig.