HomeMy WebLinkAboutSite PlanSTOEPPELWERTH
4 0, ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
phone:317.849.5935 fax:317.849.5942
ZD
T.C.=851.81
AS BUILT
ADJUST TO
T.C.=855.02
APPROXIMATE LIMITS OF FLOODPLAIN PER
WILLIAMS CREEK HYDRAULIC ANALYSIS
PERFORMED BY CHRISTOPHER B. BURKE
ENGINEERING, LTD. PROJECT #07-760
COMMON AREA #27
VAR. B.M.P.E.&R.D.E.&U.E.
130.00
—
10' D.&U.E.
1
0
Lo
25.06' 16.50'
� DECK
(ABOVoo E)
13.75'
COVERED
19 58'
0
o ih PATIO N
47.5AB
oo
20.86 (BELOW)
51.4
51.4
55.1
48.3A6
O
46.08'
o
o
p
rn MODEL= PANDA RESIDENCE
N 24.1'
p
F.F.ELEV.= 860.60
°
o
7.83'
T.O.W.= 859.06
N 57.1
0
r-
BSMT.= 849.40
55.OAB
(RH) (WALKOUT)
13.92' 17.08'
�54.7AB
F
N
2.67' GAR.
31.0'
57.1
o "D 857.73
7.0'
p�
o 11.33 `� Ln
12.1'
14.03' rj >2.32' 1
2
�. 5 817 Lr
M
CONC.
N PORCH o
a
DRIVE?
3
56.1
�S o 0
57.1
3 N N 5.83'
55.4A6
40' B.L.
'83'
� N 12.42'
AS
\SRO
12.0'
183't
Lo 3
S.S.D. RISER 20
T.C.=855.91t
D.U.&S.S.E.
o
_
AS BUI MH
ADJUST TO JG 60,
��
----
------ —
_ +
T.C_=855.04
55.4A8
54.3A6
3
5'SW
130.00
0 3
55.42
MENDENHALL
oui
M
0
54.50
DRIVE
55.43
LO
3
- — — — —
— — — — —
—
— — — — — — —
— —
— — — — — —
W
W
W
W W W
5'SW
LOT 308
JACKSON S GRANT ON
WILLIAMS CREEK (NORTHVALE),
SECTION 6
INST. #2020012169
P.C. #5, SLIDE #1120
ZONING: SILVARA PUD
STABLESIDE AREA SETBACKS
5' MINIMUM SIDE YARD
20' MINIMUM REAR YARD
30' MINIMUM AGGREGATE
40' MINIMUM FRONT YARD (FRONT LOAD)
10' MINIMUM FRONT YARD (REAR LOAD)
20' MINIMUM FRONT YARD (COURTYARD)
BENCHMARK
TOP OF CASTING = 855.04
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
JOB ID JACKG6.308
CONTROL # 92802 SIG
521 MENDENHALL DRIVE
CARMEL, IN 46032
1 of = 30'
LOT AREA:22,100 Sq. Ft.
M.F.F.=856.3
REAR M.L.A.G.=850.6
REAR M.F.P.G.=850.6
LOT COVERAGE=34.9%
LOT COVERAGE
HOUSE:
4,521 f
Sq. Ft.
PORCH:
116 f
Sq. Ft.
PRIVATE WALK:
109 f
Sq. Ft.
DRIVE TO R/W:
2,534 f
Sq. Ft.
COVERED PATIO:
435 f
Sq. Ft.
TOTAL:
7,715 f
Sq. Ft.
LEGEND:
FXX.Xl PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D.
_ _ SUB -SURFACE DRAIN
SANITARY SEWER
ASL
6" AS BUILT SANITARY LATERAL
PSL
6" PROPOSED SANITARY LATERAL
STORM SEWER
W
3/4" WATER CONNECTION
W
WATER MAIN
SWALE
•
SANITARY MANHOLE
t �J
STORM MANHOLE
\ ■
CURB INLET
/l
FIRE HYDRANT
.
END SECTION
D.&U.E.
DRAINAGE & UTILITY EASEMENT
B.L.
BUILDING LINE
D.U.&S.S.E.
DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
M.L. A.G.
REAR MINIMUM LOWEST ADJACENT GRADE
M.F. P.G.
REAR MINIMUM FLOOD PROTECTION GRADE
U.E.
UTILITY EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
B.M.P.E.
BEST MANAGEMENT PRACTICE EASEMENT
S�OEPp
\STEq F�/Z''
=_ 80040474: _-
STATE OF
�NDIANP Q
U
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
2ND REV CHG HSE & DRIVE
Dee
8 25 20 JDA
1 R CHG DRIVE DIM
07/28/20 JCS
07/21/20 CEJ
"son
beim
CanbeFm 1mft