HomeMy WebLinkAboutSPP10 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
WING WALL
DETAIL N
1 "=10' 1.67'
r 03.25
N3 25 DRIVE SLOPE=10.396
1.67 n
0
120.00
10' BUFFER EASEMENT
T.C.= 916.24
AS BUILT
JOB ID TALR.16
CONTROL# 87241 FIS
14368 TRAHAN DRIVE
CARMEL, IN 46074
1 to = 30'
LOT AREA: 16,800 Sq. Ft.
FRONT M.LAG.-91&50
FRONT M.F.P.G.-91&50
REAR M.LAG.-918.80
REAR M.F.P.G.-918.80
M.F.F.=919.1
19.2
17.2AB
17.3AB
I
6J STORM MANHOLE
,cin p
CURB INLET
■
PRIVATE WALK:
PUBLIC WALK:
STOOP:
J NIN
PATIO:
U. E.
UTILITY EASEMENT
30' R.D.E.&U.E.
BUILDING LINE
O
=�
9X4'-
M. F. P. G.
0
n
W.W. W.W.
W.W.
MINIMUM FINISH FLOOR
76.58'
I20.6
20.6
O
O
m
28.0'
o
MODEL=ROOKWOOD CA
18.1A8
F.F.ELEV.= 921.96
20.
GAR
T.O.W.=921.00
920.58
BSMT.=912.00 (LH)
12.00'
00
15.4'
I16.0' o
GAR.
920.58
24.0'
25.42'
I
0
PORCH �
CONC.
o
N 20.6
=
18.OAB
CDRIVE
o N
o 14.58'
19.
\
(
20.615.79' 0 6"S.C.
AS BUILT CANT. 30' B.L.
BAY
263'±
WALL
WINDOW
5
42
T.C.= 918.36
MH
n
v 20' D.U.&S. S.E. AS BUILT
HR807
J
MH
W AR800 I
17
T.C.= 918.48 17.OAB
12.0'
4
AS BUILT
5'SW
120.00
0
T.G.= 916.58
AS BUILT
( TRAH AN
w
16.68
T.C.= 916.71\
DRIVE
17.95
b
AS BUILT
W
W
W W
5'SW
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
LOT 16
TALLYN S RIDGE
INST. #2016048354
P.C. #5, SLIDE #554
ZONING: S1
10' MINIMUM SIDE YARD
25' MINIMUM AGGREGATE
20' MINIMUM REAR YARD
145± Sq. Ft.
1,060± Sq. Ft.
247± Sq. Ft.
540± Sq. Ft.
36± Sq. Ft.
N/A t Sq. Ft.
BENCHMARK
TOP OF CASTING = 916.71
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
S No. :!-�A_
€800404741_
STATE OF
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
IST REV ADD WOW WELLS
05/02/19 JDA
04/24/19 OCH
wwwwhars below.
Call bet= you dig.
APRON:
6J STORM MANHOLE
CONC. DRIVEWAY:
CURB INLET
■
PRIVATE WALK:
PUBLIC WALK:
STOOP:
FIRE HYDRANT
PATIO:
145± Sq. Ft.
1,060± Sq. Ft.
247± Sq. Ft.
540± Sq. Ft.
36± Sq. Ft.
N/A t Sq. Ft.
BENCHMARK
TOP OF CASTING = 916.71
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
S No. :!-�A_
€800404741_
STATE OF
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
IST REV ADD WOW WELLS
05/02/19 JDA
04/24/19 OCH
wwwwhars below.
Call bet= you dig.
EMERGENCY FLOOD ROUTE
D.U.&S.S.E.
DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
U. E.
UTILITY EASEMENT
B.L.
BUILDING LINE
M. L. A. G.
MINIMUM LOWEST ADJACENT
GRADE
M. F. P. G.
MINIMUM FLOOD PROTECTION
GRADE
M.F.F.
MINIMUM FINISH FLOOR
145± Sq. Ft.
1,060± Sq. Ft.
247± Sq. Ft.
540± Sq. Ft.
36± Sq. Ft.
N/A t Sq. Ft.
BENCHMARK
TOP OF CASTING = 916.71
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
S No. :!-�A_
€800404741_
STATE OF
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
IST REV ADD WOW WELLS
05/02/19 JDA
04/24/19 OCH
wwwwhars below.
Call bet= you dig.