HomeMy WebLinkAboutSPP1S 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
LAKE #1
N.P.= 914.03
100 YEAR ELEV.= 915.54
... ... ... ...
COMMON AREA #2
VAR. R.D.E.
TOP OF BANK
18.6A6
143 f
15' R.D.E.
CONC. DRIVEWAY:
1,193 f
Sq. Ft.
PRIVATE WALK:
0i
Sq. Ft.
PUBLIC WALK:
440 f
Sq. Ft.
45/
N/A f
Sq. Ft.
19.7AB
N/A f
Sq. Ft.
M.F.F.=924.0
LEGEND:
24.6
�6'X4'24.6
'QN 16.25'
W W
1
27.0'
SANITARY SEWER
STORM SEWER
6.37', 33.96'
W 3/4° WATER CONNECTION
0 0 0 < SWALE
MODEL= STANTON WC
SANITARY MANHOLE
O
22.9A6
■
F.F.ELEV.= 926.13
O
D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY
T.O.W.= 925.00
M.F.F.
MINIMUM FINISHED FLOOR
T.O.W.
PO
O
BSMT.= 916.00(LH)
o)
N
C7
R.D.E.
REGULATED DRAINAGE EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
O
WINDOW WELL
GAkRR�.
924.58
DRAINAGE EASEMENT
A.E.
ACCESS EASEMENT
M
V'
N
a
C14
16.4
BUILDING LINE
T.O.B.
CONC.
DRIVE
35.00'
VARIABLE
M. L. A. G.
3.0'
24.0'
H
C5
ERGOL
24.6
MINIMUM FLOOD PROTECTION
22.8AB
GRADE
_ m
AS BUILT
24.6
11.25'010.33'
138'±
z
T.C.= 920.56
AS BUILT
MH
AR806
FTI 20' D.U.&S. S.E.
12.0' 1 2
100.00 5'SW 1
a
�TALLYN WAY Ln
0
Po O
Ln
W W W W
5'SW
LOT 26
TALLYN S RIDGE
INST. #2016048354
P.C. #5, SLIDE #554
ZONING: S1
10' MINIMUM SIDE YARD
25' MINIMUM AGGREGATE
20' MINIMUM REAR YARD
34'±
APRON:
143 f
Sq. Ft.
CONC. DRIVEWAY:
1,193 f
Sq. Ft.
PRIVATE WALK:
187 f
Sq. Ft.
PUBLIC WALK:
440 f
Sq. Ft.
STOOP:
N/A f
Sq. Ft.
PATIO:
N/A f
Sq. Ft.
BENCHMARK
TOP OF CASTING = 923.36
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
51OE�° -,
`0�0 .�G\STERE`.
o . No.
:80040474:
s STATE OF
,,, tip •.UR.•••••� ,��,.
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
1 ST REV CHG DECK, DRIVE & SW
07/08/19 JDA
08/21/19 JCS
14ww whaNs below.
Call before you dig.
JOB ID TALR.26
CONTROL# 88116 FIS
14434 TALLYN WAY
CARMEL, IN 46074
1 " = 30'
LOT AREA: 14,000 Sq. Ft.
FRONT M.LA.G.=921.4
FRONT M.F.P.G.=921.4
REAR M.LA.G.-918.2
REAR M.F.P.G.-918.2
M.F.F.=924.0
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
0 0 0 < SWALE
•
SANITARY MANHOLE
�J
STORM MANHOLE
■
CURB INLET
FIRE HYDRANT
D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
M.F.F.
MINIMUM FINISHED FLOOR
T.O.W.
TOP OF WALL
B.M.P.E.
BEST MANAGEMENT PRACTICE
EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
W. W.
WINDOW WELL
D.E.
DRAINAGE EASEMENT
A.E.
ACCESS EASEMENT
U.E.
UTILITY EASEMENT
B.L.
BUILDING LINE
T.O.B.
TOP OF BANK
VAR.
VARIABLE
M. L. A. G.
MINIMUM LOWEST ADJACENT
GRADE
.F.P.G.
MINIMUM FLOOD PROTECTION
MH
GRADE
AR807
T.C.= 923.36
AS BUILT
51OE�° -,
`0�0 .�G\STERE`.
o . No.
:80040474:
s STATE OF
,,, tip •.UR.•••••� ,��,.
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
1 ST REV CHG DECK, DRIVE & SW
07/08/19 JDA
08/21/19 JCS
14ww whaNs below.
Call before you dig.